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HomeMy WebLinkAbout42807-Z �16 Town of Southold 8/21/2019 P.O.Box 1179 ' 53095 Main Rd ti4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40642 Date: 8/21/2019 THIS CERTIFIES that the building COMMERCIAL Location of Property: 7495 Alvahs Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 101.-1-14.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/26/2018 pursuant to which Building Permit No. 42807 dated 6/21/2018 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: winerywinery/tastingroom(Sannino Wince)as applied for per ZBA#6882 3/17/2016 and amended 7/21/2016(Sannino Wince)as applied for per ZBA#6882 3/17/2016 and amended 7/21/2016 The certificate is issued to Agriturismo Sannino LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-16-0012 8/7/2019 ELECTRICAL CERTIFICATE NO. 42807 7/23/2019 PLUMBERS CERTIFICATION DATED 8/5/2019 ny Sa ut o ' Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT - TOWN CLERK'S OFFICE , 1 SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42807 Date: 6/21/2018 Permission is hereby granted to: Agriturismo Sannino LLC 7490 Alvahs Ln Cutchogue, NY 11935 To: construct winery/tasting room building as applied for per SCHD, ZBA & Planning approvals. At premises located at: 7495 Alvahs Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 101.4-14.8 Pursuant to application dated 4/26/2018 and approved by the Building Inspector. To expire on 12/21/2019. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $2,502.80 CO -COMMERCIAL $50.00 Total: $2,552.80 B ' in spector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 4*0 SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42487 Date: 3/26/2018 Permission is hereby granted to: Agriturismo Sannino LLC 7490 Alvahs Ln Cutchogue, NY 11935 To: 400a underground electric service. At premises located at: 7495 Alvahs Ln, Cutchogue7 SCTM #473889 Sec/Block/Lot# 101.-1-14.8 Pursuant to application dated 3/26/2018 and approved by the Building Inspector. To expire on 9/25/2019. Fees: ELECTRIC $85.00 tal: $85.00 t Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. _ Final.survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. b�d I8 New Construction: Old or Pre-existing Building: (check one) Location of Property: /10 q 8 L9 " House No. Street HaRet Owner or Owners of Property: a-A,-c.a a.,ksa,A20 4, r �L K, Suffolk County Tax Map No 1000, Section /(7 Block Lot J 4/, q 4' y• (o Subdivision q4j. v� �A040)0C-4 2 1,X Filed Map. QOSG] Lot: /,/. q4 /y, Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary' Certificate Final Certificate: (check one) Fee Submitted:$ pplicant i oF so�ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 COUN1'1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Agriturismo Sannino LLC Address: 16065 CR 48 City Cutchogue st: NY zip: 11935 Building Permit#- 42807 section: 101 Block: 1 Lot: 14.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service Only Commerical X Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph 400A Heat GAS Duplec Recpt 44 Ceiling Fixtures 27 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 21 Wall Fixtures 22 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 36 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect pW Switches Twist Lock Exit Fixtures 7 TVSS Other Equipment: 2- 200Amp main panels, DW with a 50Amp disconnect, 40A Elevator, Gas heat, Gas HW, sump pump. Notes: Elevator was not able to be inspected because it wasn't hooked up. <-�Inspector Signature: � Date: July 23, 2019 S. Devlin-Cert Electrical Compliance Form.xls Town Hall Annex ! Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 bra BUILDING DEPARTMENT TOWN OF SOUTHOLD AUG - 5 2019 1 C E_R..T I F I.C.A T I Q.N C� 3 Date: Building Permit No. 1 �8G� Owner: t''1 ase print) 1 - _Plumber.: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. --4 --------''� 1lgnature) Sworn to before me this 5 j i day of e�+ 201 C1 ; 1 a 1 i Notary Pu lic"S a_ County I TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YOeIK NO.01 DW6306900 QUALIFIED IN SUFFOLK CQU%, COMMISSION EXPIRES JUNE 30, I �O��Of SOUlya6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( /FOUNDATION 1ST14i4V [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM S: L) 0)�! DATE Z INSPECTOR yBoff- � TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION Zia, UNDATION 1ST [ j ROUGH PLBG. [Vj FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) ( ] ELECTRICAL(FINAL) [ ] CODE VIOLATION ( ] CAULKING REMARKS: / o b v 09/� CAAA,-, 0�a or,/ 10 ju,0-00- 4P U r DATE 10/1 INSPECTOR q��D , ,SOF so hod O� TOWN OF SOUTHOLD BUILDING DEPT. "�ou►m 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION IV FRAMING /STRAPPING SIPS [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SOUlyo6 # TOWN OF OUTHOLD BUILDING DEPT. N 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: S. 4D k6q9-q tLb �k DATE INSPECTOR of SOUI,yo� # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ` # # TOWN OF SOUTHOLD BUILDING DEPT. ���nuxn 765-1802 INSPECTP ON [ FOUNDATION IST [ ROUGH PLBG. [ ] 7UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING MARKS: fyD �i t1 v Dy1 �plft/ D Ki/ KkrM -)' AL/KhvL-k (l, Oell - r r� DATE INSPECTOR 19 of 010,00, �o�yOF SOUlyo6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 1 [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING T !' REMARKS: 0"m< c DATE41 u uu INSPECTOR�" 114JA 'pf soy N,M\ Qwvve # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: I6AiJ � + yl ArUm ��6 CA) cge 9 Simi. 0 ry ,Iq/ P TE INSPECTOR ` SPS���•�t ��� -7 OF SOUL O # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: DATE /a'3 INSPECTOR o��pf SOUly� e07 h TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR : _3 fir I Aay� CO -c-) ©1� DATE 7 �S� INSPECTOR OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �QF so P.O. Box 1179 54375 State Route 25 �0� Ol0 Southold, NY 11971 (cor. Main Rd. &YoungS Aare.) Southold, NY- ' . Telephone: 631 765-1938 wwwsoutholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD ' C l f,r2P49"D Mr. Anthony Sannino 7490 Alvahs Lane Cutchogue, NY 11935 Re: Approved Site Plan for Sannino Winery 7495 Alvahs Ln., ±490' s/w/o Alvahs Ln. and CR 48, Cutchogue SCTM#1000-101.-1-14.8 Zoning District: AC Dear Mr. Sannino: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made August 8, 2019 and the as-built survey submitted August 20, 2019. The site is now in conformance with the Approved Site Plan entitled "Sannino Vineyard" prepared by Robert J. Gruber, dated June 22, 2016, and last revised October 5, 2017. The Planning Board allowed the following as-built changes to the Approved Site Plan: • The as-built survey shows the installation of drainage swales in lieu of approved drywells. • The freestanding main sign was not constructed. The Planning Board reserves the right to review and approve the freestanding main sign should the design and/or size differ from the approved rendering. Please note that all required berm plantings and street trees shown on the approved plan must be installed no later than June 1, 2020. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site Respectf I Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager ! �1 jp6 ' Ot we oor lo^ -06 OT op�ll 01 i f x t �_ t ! i + Y may. r i. . . a +r. M� } Awtt w Id •^ y ,w �, , r i �� i ...�. ir . .� 1 1 i _ x_ CiF Y I t C + i F b F' 'tF r it a JPNNM P. i - f, iA' ! M w SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS `7 �p HIGHWAY WORK PERMIT PERMIT 48-356 TYPE NU CR# CRO48 PROJECT NAME SanWno Viftyrrd DATE ISSUED 4/17/2018 TAX MAP# C 1000- 01-1-14.4 REVIEW FEE $200.00 DATE PAID 5 I 1 L4 �� MAINT SEC DATE PAID SECURITY $5,000.00 DATE PAID 50 19 PERMIT FEE $250.001 DATE PAID s 1 I q/ l q IMPACT FEE $0.00 DATE PAID BOND#VLz I a2)(-11(e CERTIFIED CBECK# MEDIAN ADOPTEE'S INS EXPIRES: LETTER OF CREDIT# PERMITTEE Anthony Sannino RETURN SECURITY TO THE FOLLOWING 7490.Alvah's Lane (H DIFFERENT) Cutchogue,NY 11935 . ._ D t:r: 0, PURSUANT TO THE PROVISIONS OF SECTION 136,ART.6,OF THE NEW YORK STATE HIGHWAY LAW,P IS HEREBY GRANTED TO THE PERMITTEE TO: MAY 2 1 2019 �-- Construct a 28 ft.wide commercial street type access with full depth asphalt pavement.Install"Stop"sign Q intersection of access and County Road(111-1-30"40'). Install"One Way"sign opposite access on County Road(116-1 (12"1 I. Install thermoplastic pavement markings as directed. Restore the County right-of-way. All work shall be performed in accordance with the sWMpbd permit T' plans and in accordance with this Qepartment's most recent general,traffic and material specifications and as directed by the County .D engineer. Existing drainage structures in the County right-of-way must be covered during construction tion to prevent debris from entering the County's system. The applicant and/or their contractor will be responsible for cleaning any basins in the County right-of-way if evidence of construction debris is observed. Prior to the start of any work,the stamped permit plan and attached construction detail and notes must be provided to the applicants contractor and said contractor must arrange a pre-oonstruc ion meeting with Ken Dantzig at 852-4788 a minimum of 48 hrs.prior to start of work. Concrete can only be poured when the temperature will be above 32 degrees for more than 7 days after pour. Asphalt and thermoplastic markings can only be installed when ground temperature is above 42 degrees. On CR 48,.Middle Rd.,469 ft.west of Alvah's Lane in the hamlet of Cutchogue,town of Southold. The contractor is cautioned to the possible presence of underground utilities in the project area Under Rules set forth is APR Regulations Code 753,the contractor must obtain a full mark-out of underground utility lines by calling 811 at least 2 business days in advance but no more than 10 business days prior to the start of any work.Failure to do so may void the permit. IN THE HAMLET/VILLAGE OF: Cutchogue IN THE TOWN OF: Southold AS SET FORTH AND REPRESENTED ON THE ATTACHED PLANS,TYPICAL SECTIONS AND PURSUANT TO THIS DEPARTMENT'S GENERAL SPECIFICATIONS The zoning and subsequent use of this property is under the authority of the town in which this development is located. Thereby, the Issuance of this "Highway Work Permit"should not be construed as an approval by this Department for this development and/or associated land use. DATE SIGNED: REVIEWED BY GILBERT ANDERSON,P.E. �— PERMTTS ENGINEER: COMMISSIONER OF PUBLIC WORKS (Initial) /� BY: William Hillman,P.E. (Permittee) Chief Engineer UPON COMPLETION OF WORK AUTHORIZED BY THIS PERMIT,PLEASE COMPLETE THE FOLLOMNO AND RETURN TO THIS DEPARTMENT WORK AUTHORIZED BY THIS PERMIT HAS BEEN COMPLETED,REFUND OF DEPOSIT/BOND IS REQUESTED. DATE: SIGNATURE OF PERNITI TEE/AGENT DO NOT WRrfE BELOW THE LINE ALL WORK AUTHORIZED BY THIS PERMIT IS: [� COMPLETED,REFUND DEPOSIT/BOND DATE: PERMITS INSPECTOR: RJ Gruber Rrch i tact P.C. 476 Expressway Drive So. Medford, N.Y. 11763 July 31,2019 Town of Southold Building Department Town Annex P.O. Box 1179 54375 Main Road Southold,NY 11971 Re: Sannino Bella Vita Vineyard 15975 County Road 48,Cutchogue,NY To whom it may concern: On Thursday, July 25", I made an inspection of the above referenced project with regard to the exposed Styrofoam insulation used in the ceiling construction of the basement. The entire exposed Styrofoam ceiling was coated with a water based intumescent paint product, Code #DC315,manufactured by International Fireproof Technology Inc. In accordance with the manufacturer's data sheet,this coating meets the testing and compliance of the requirements of the New York State Building Codes Section 803.1.2. Therefore, I certify that the ceiling construction meets New York State Code Requirements. Very truly yours, �EFtED ASC O �o Ro rt J. Gruber •; chitect ?TF OF t4y0 Tel: 631-654-4949 9 fax: 631-654-2101 E-mail: rjgruberra@aol.com Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 15975 County Road 48,Cutchogue NY 11935 Test Date 7/23/2019 Building Permit#: Compliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Height Volume Conditioned Basement Basement 2788 8 22304 ❑ Conditioned Crawl Space 1St 2114 15.1 31921.4 ❑ Sealed Attic 2nd 536 16.6 8897.6 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI 2765,except that conditioned floor Attic 0 area includes areas where the ceiling height is less than 5 Total Volume 63123 ft. CFM @50 pa 2485 Air changes/hr@5 2.36 Code Compliance: Pass Duct Tightness: Post Construction tst-Total Duct Leakage System-1: Duct Location .......................... Floor Area Leakage CFM @ 25paCFM/100 ft2 CFAC� Code Compliance: N/A System-2: Duct Location .......................... Floor Area Leakage CFM @ 25paC� CFM/100 ft'CFA Code Compliance: N/A System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25paCFM/100 ft2 CFACode Compliance: N/A Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 7/23/2019 Christopher Silvia,Home Energy Solutions COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS DARNELL TYSON,P.E. ERIC M.HOFMEISTER ACTING COMMISSIONER DEPUTY COMMISSIONER July 23, 2019 Anthony Sannino 7490 Alvah's lane Cutchogue,NY 11935 RE: Permit#48-356 Bond#VLI-1211776 is enclosed. Please return to your bonding company. To Whom It May Concern: This is to advise you that work under the above-referenced permit has been inspected and found to be completed in a satisfactory manner to this Department. Very truly yours, Q AUG 1 3 2019 t�- William Hillman,P.E. Chief Engineer By: Alexander J. Prego,P.E., P.T.O.E. Director of Traffic Engineering 44AJqPshd Cc: Town of Southold SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER 335 YAPHANK AVENUE YAPHANK,N.Y. 11980 (631)852-4081 FAX(631)8524079 g�FFU( --Municity Chronology of Events Sinnino Winery • �� 2011 —2020 — 101-1-14.8 7495 Alvahs Lane, 15975 Rt. 48, Cutchogue 11935 — 2019 - 2019-02-07 Walked thru winery with Anthony Sinnino to look at the alarm installation. Informed him plans from a design professional are required. It has to go to central station, needs S/D, CO Detector, pull stations, etc. The alarm installation must adhere to NFPA 72 standards. Municity Fire Marshal Page 1 of 1 1 FOUNDATION (IST) r FOUNDATION (2NDWIT�l ROUGH FRAMING& a'G PLUMBING pi Olw Oaf— MCI INSULATION PER N.Y-. STATE ENERGY I CODE -OMMMma"Vi MITI �1MA O -rte =it wire, IAW -Ila T i i 'L 1. __ �� ► -' :*'� ,<� ► � WA 1191 • JWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL j Board of Health SOUTHOLD, NY 11971Y 4 sets of Building Plans TEL: (631) 765-1802Planning Board approval FAX: (631) 765-9502 Survey r/ Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20L Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: ��N 404;r��� Approved ,201f Mail to: Disapproved a/c Phone: Expiration 20 D ��` ' ��� `ng pector V APR 2 6 "2018 APPLICATION FOR BUILDING PERMIT , ` s� — , 20 IS 3-1 Date A nom ,,. atdiay� +"tom. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. �---- �— a plicant or name,if a corporation) qqo A Ak 1 �'C-C-MO Lp (Mailing address of applicant) State wer applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �egQ Name of owner of premises )S ,4,ti, ,n,� Aqk r So s„,t Z-C, (As on the tax roll or latest d) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which oposed work will be done: House Number Street hamlet�Y County Tax Map No. 1000 Section j o l Block ( Lot )4/. Y q- 1 . Subdivisioni& 1 Ln ,uvc Filed Map No.---j`o5Q _Lot Y- V 9-/Ji,62 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy l _ b. Intended use and occupancy 3. Nature of work(check which applicable):New Buildingy Addition _ Alteration Repair Removal Demolition Other'Work _ (Description) 4. Estimated Cost ��� oop. 0© Fee _ (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on eacli loor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear4le __Depth Height+ • l!Vz� Number of Stories 49 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Sts _7-17~t-- . 8. Dimensions of entire new construction: FroRear ! O - U.,Depth Height Number of Stories a 9. Size of lot: Front Rear 11�� ( Depth 3(0 3,(c, _ 10. Date of Purchase 0221 5� Name of Former Owner 11. Zone or use district in which premises are situated A jo-, _ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES--NO 13. Will lot be re-graded? YES '-/ NO Will excess fill be removed from premises? YES �0 14. Names of Owner of premises A.;'�"'' '� -'Z Address k s 14 Phone No. G 5,1- Name of Architect Address d,!_4Q,A Phone No ,63i - 13q-.qqq6/ Name of Contractors Address Phone°�- 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.ph 18. Are there any covenants and restrictions with respect to this property? * YES ✓ NO- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant CONNIE D.BUNCH (Name of individual signing contract)above named, Notary Public,State of New York No.01 BU6185060 (S)He is the Dualffied in Suffolk Cour (Contractor,Agent, Corporate Officer, a P.T"ssion LVIres April 14,2._ of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ( _ 401 day of ` 20i-0— Notary Public Signature o p';ant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees j�; i; ' fl C.O.Application ID L' �� i Flood Permit Examined ,20Single&Separate J0 0 20IJ, Storm-Water Assessment Form Contact: Approved ,20 r > a; �o (- Disapproved a/c " Phone: i Expiration ,20 � tng Ins 0& APPLICATION FOR BUILDING PERMIT ®, Date L) , 20 S INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature applicant or name,if a corporation A I ya k I a 6�_ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C Un4Name of owner of premises I L ) onqQ (As on the tax roll or latest deed If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land o which pr pose work i 1 be done: U , House Number treet Hamlet _ yr Fi H County Tax Map No. 1000 Section 0 0 Blockv' Lot _ Q Subdivision Filed Map No. Lot: 2. State existing,use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy — b. Intended use and occupancy IC 3. Nature of work(check which applicable):New Building t/ Addition — Alteration Repair Removal Demolition Other Work — AA (Description) 4. Estimated Cost '� ��.J _ Fee — (To be paid on filing;this application) 5. If dwelling, number of dwelling units hjwnbFr�of elling units on each floor. If garage, number of cars v Mtgclq C� �(vdVC)()G1 W 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. �-CT S!()9 ecol . 7. Dimensions Df existing structures, if any: Front Rear —Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front _ Rear Depth Height Number of Storieja"Aftft 8. Dimensions of entire new construction: Front Rear Height Number of Stories 1 9. Size of lot: Front 4jta Rear /Rz/ Depth 10. Date of Purchase Name of Former Owner — 11. Zone or use district in which premises are situated A i-1, e- 12. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NOY Will excess fill be removed from premises?YES NO_�C' 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_ * IF YES, PROVIDE A COPY. STATE OF NEIN YORK) SS: COUNTY OF 6{ being duly sworn,deposes and says that(s)he is the applicant (Name of n ividual signing contract)above named, (S)He is the_ V w(\Je- — (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before;me this 12 —day of���)()� 20 _ '3064kq= .((jY L. DWYER ig ture pplicant Notary r lic NOTARY PUBLIC,STATE OF NEW YOR NO.OIDVO3000W QUNJM IN SUFFOLX COUNTY 'COMIA1S910!'1 p0?�S JIM�E 30�2,� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 17, 2015 TO: Anthony Sannino 15975County Route 48 Cutchogue, NY 11935 Please take notice that your request dated June 1, 2015 For permit for the construction of a winery/tasting room agricultural pad accessory to the winery operation and a barn structure accessory to a single family dwelling use at Location of property: 15975County Route 48 and 7490 Alvahs Lane, Cutcho ug e NY County Tax Map No. 1000—Section 101 Block 1 Lot 14.6& 14.4 The proposed construction on two contiguous parcels measuring 3.735 acres (14.6)and 5.208 acres (14 4), respectively, in the AC District is not permitted pursuant to Article III Section 280-13 (4)(b) which states "The winery shall be on a parcel on which at least 10 acres are devoted to vineyard or other agricultural p_pr oses, and which is owned by the winery owner." Furthermore, the proposed construction of the accessM"pad"(14 6)and accessory barn(14.4)are not permitted pursuant to Section 280-15 which states that such accessory structures are required to be at least 25 feet from any property line. Both structures are located 20 feet from both the read and side property lines on each parcel Site plana roval from the Southold Town Planning Board is also re uired. Aut riz Signature Cc: File, ZBA, planning Southold Building, Planning, and Zoning Departments: We are requesting building permits to build an agricultural storage barn on our 5.25 acre current vineyard property and also building permits for a winery/tasting room building with an AG Pad on our new 3.7 acre property which is contiguous with our current property. The total acreage with the two properties combined is 8.95 full acres. The total acreage with the two properties combined if we were to consider builder acres would be 9.75 builder acres. Our site plan considerations include: A 60 ft deep well screened buffer area abutting the only residential property with a dwelling close to our property line located to our south east. We have also designed a winery/tasting room building that will also serve as a buffer to the residential dwelling to the east when our guests are using our patio. We would like to obtain the building permits for the agricultural barn and AG pad as soon as possible if in doing so will not negatively affect the remaining process of obtaining permits for the Winery/tasting room We were advised by the building department that we should provide in writing that we will be clearing our new property this summer 2015 in order to prepare for planting next spring. When doing so we will be saving some of the vegetation including the wild cedars for our new site plan proposal. Anthony and Lisa Sannino V, BOARD MEMBERS *Of So�T Southold Town Hall Leslie Kanes Weisman,Chairperson � y� 53095 Main Road•P.O.Box 1179 l0 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning %�� �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider l'`C� �� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 � [Ecf�g'vp= D YAR 22 20 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MARCH 17,2016 BUIL M DEPT. TOWN OF SOUTHOLD ZBA FILE# 6882 NAME OF APPLICANT: Anthony and Lisa Sannino PROPERTY LOCATION: 15975 County Route 48 (aka Middle Road)and 7495 Alvah's Lane, Cutchogue,NY S.C.T.M. 1000-101-1-14.6 & 14.4. SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 31,2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSMESCRIPTION: Subject property consists of two adjacent parcels, to wit Lot 14.4 and Lot 14.6. Lot 14.4 is a flag lot and is improved with a single family dwelling, and is a conforming 5.2 acres located in the AC Zone District. It has 50.00 feet of frontage on Alvah's Lane, 848.21 feet along the northern property line, 397.75 feet along the western property line, 388.43 feet along the southern property and 477.47 feet along the eastern property line all as shown on the survey dated January 24, 2006 last revised July 21, 2015 prepared by John T. Metzger,LS. Lot 14.6 is located in the AC Zone District and is conforming with 3.7 acres of vacant land having 195.81 feet of frontage on the southern property line (Middle Road aka CR 48), 194.22 feet along the northern property line, 838.47 feet along the western property line, and 853.35 feet along the eastern property line all as shown on the survey dated July 16, 2015 prepared by John T. Metzger, LS. Combined both parcels measure 8.94 acres. BASIS OF APPLICATION: Request for Variance under Article III Code Section 280-13A(4) and the Building Inspector's June 17, 2015, amended June 23, 2015 Notice of Disapproval for a building permit for construction of a winery/tasting room, at: 1) winery located on a parcel less than the code required minimum of at least 10 acres devoted to vineyard or other agricultural purposes. RELIEF REQUESTED: The applicant requests a variance to build and operate a winery/tasting room on two adjacent parcels totaling +/- 8.94 acres (389,547 sq. ft.) where the code requires a minimum of 10 acres (435,600 sq. ft.)of property devoted to vineyard or other agricultural purposes. Page 3 of 5—March 17,2016 ZBA#6882—Sannino SCTM#1000-101-1-14.6&14.4 I. The minimum lot size in square feet for a one family detached dwelling in an A-C Agricultural Conservation zone district is 80,000 square feet of land. 11. A non-residential use(as permitted)in the AC zone district requires 80,000 square feet of land. 111. A residential use and a non-residential use, such as a winery,thus requires 160,000 square feet of land with development rights intact. 2. Development Rights Sold. In order for property to count towards bulk schedule requirements it must not be encumbered by restrictions that limit the use being sought, for example property proposed to be used in connection with a winery use cannot have had its rights to"process or retail merchandise"crops sold off. 3. 4280-13(A)M(b)-Winery Standard. Once you meet the minimum Bulk Schedule lot size,here 160,000 sq. ft., then you have to apply the following standard: "[t]he winery shall be placed on at least 10 acres(435,600 square feet)which are devoted to vineyard or other agricultural purposes and which is owned by the winery owner." 4. Minimum Acreage Required. In accordance with the above,the minimum lot size for a winery(or one with other uses)=the Bulk Schedule Minimum Lot size+the §280-13(A)(4)(b)10 acres. Here,the Bulk Schedule requires at least 160,000 sq.feet plus 10 acres(435,600 sq. ft.)=595,600 sq.feet or 13.6 acres. 5. "Vineyard or other Agricultural Purpose"Deduction. However, in certain cases the requisite Bulk Schedule acreage may be used to satisfy the 10 acre standard so long as said acreage is being used for vineyard or other agricultural purposes. 6. Definitions of 28044). The term other agricultural purposes is not specifically defined by the Southold Town Code.Under §280-4(B), any word or term not noted...shall be used with the meaning as defined in Webster's Third New International Dictionary of the English language,unabridged(or latest edition). 7. Meriam Webster's Definition of Agriculture: Webster's Dictionary defines agriculture as"the science,art, or practice of cultivating the soil,producing crops, and raising livestock and in varying degrees the preparation and marketing of the resulting products". S. The Dwelling. A dwelling does not fall into the defmition of agriculture as defined by Webster. Thus,the portion of a property that is purely residential cannot be counted as part of the 10 or more acres devoted to vineyard or other agricultural purposes required to establish a winery. If,as here,the subject property is improved with a dwelling, and a Bed and Breakfast special exception was granted in connection therewith, it is a purely residential use and shall not be counted as part of the 10 acres. Therefore,the 5,000 sq. ft. of residential/B&B use on the applicants' property must be subtracted from the existing acreage that can apply towards the 10 acres they need to establish a winery. 9 Minimum Lot Size Required less Vineyard or Other Agricultural Purpose Deduction: Here, between the two subject lots the applicant has a total of 389,547 sq. feet. In order to have a dwelling and a winery the Bulk Schedule requires 160,000 sq. feet. along with the Winery Standard of 10 acres(435,600 sq. feet)for vineyard or other agricultural purposes, for a total of 595,600 sq. ft. The 80,000 sq. ft. required for the winery may be deducted from this total as it is being used for the preparation or marketing of the wine, along with the square footage devoted to the vineyard on the 80,000 sq. feet required for the dwelling,which as stated above is 75,000 sq. feet,as 5000 sq. feet is being utilized exclusively for residential purposes. Therefore,there is 384,547.5 sq. ft. (8.83 acres) in agricultural production on lots 14.4 and 14.6 combined. They need an additional 51,052.5 square feet(1.17 acres) of land in agricultural production in order to meet the code required 10 acres minimum (435,600 square feet) of land used for agricultural purposes in order to establish the proposed winery as of right. All as shown on a stamped site plan by Robert J. Gruber,Architect received by the Board of Appeals on December 17,2015. 10. Town Law $267-b(3)(b)(1). Grant of the relief requested, with the conditions imposed herein, will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Page 4 of 5—March 17,2016 ZBA#6882—Sannino SCTM#1000-101-1-14.6&14.4 neighborhood consists of single-family homes, agricultural properties, and a church. The applicant's property includes frontage on County Road 48 which is a major road, and the winery structure is proposed to be located on the subject property at a conforming front yard setback. Also, the applicants must obtain site plan approval from the Southold Town Planning Board which can impose reasonable conditions to mitigate any possible adverse impacts on the nearby residential properties. 11. Town Law 4267-b(3)(b)(2).The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant has exhausted all currently existing options to purchase at least 1.17 acres(51,052.5 square feet)from an adjacent property owner. 12. Town Law 4267-b(3)(b)(3). The variance requested herein represents 11.7% relief from the code, and, in the context of the 10 acre minimum requirement for a winery use, is substantial. However, the substantiality is mitigated by the subject properties' 195.81 feet of frontage on Middle Road (aka CR 48, a major road) with a proposed front yard setback from same at 200 feet which is double the 100 foot minimum required by code; all other setbacks are conforming; and the fact that the subject property is sufficiently large to permit safe ingress and egress, parking and buffering from adjacent properties through the required site plan approval from the Planning Board. 13. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Traffic will not be generated on Alvah's Lane, which is residential, because the winery will be accessed from CR 48, a major road. Buffers between the subject parcels and the proposed winery/tasting room and the adjacent residential properties, can be established, as deemed appropriate,by the Planning Board to mitigate potential adverse impacts. 14. 'T'own Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 15. Town.Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a residence and a winery while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Dantes, and duly carried,to GRANT the Relief as Applied For subject to the following CONDITIONS: 1) The applicant shall merge lots 14.4 and 14.6 and submit written proof of same to the Office of the Town Attorney and the ZBA. 2) No building permit shall be issued by the Building Department for the proposed winery/tasting room structure(s)until the ZBA provides written confirmation to the Building Department that the merger was effectuated. 3) The applicant shall obtain site plan approval from the Southold Town Planning Board. Failure to do so will render the variance relief granted herein null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 5 of 5—March 17,2016 ZBA#6882—Sannino SCTM#1000-101-1-14.6&14.4 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Horning, Goehringer. Member Schneider r himself. This Re olution was duly adopted(4-0-1). c Leslie Kands Weisman, Chairperson Approved for filing �/ /2016 t ` BOARD MEMBERS �F soar Southold Town Hall Leslie Kanes Weisman,Chairperson �o�� yQ�O 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Eric Dantest Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning %�Q iO 54375 Main Road(at Youngs Avenue) Kenneth Schneider �yCQUy,N Southold,NY l 1971 http://southoldtown.northfork.net � ZONING BOARD OF APPEALS TOWN OF SOUTHOLD U JUL 28 Tel.(631)765-1809-Fax(631)765-9064 �tfIIa'IIM�"D'L�Fl. FINDINGS,DELIBERATIONS AND DETERMINATIONTOWN OF SOUTHGTD MEETING OF JULY 21,2016 0 ZBA FILE#6882 Amended Decision tq NAME OF APPLICANT: Anthony and Lisa Sannino PROPERTY LOCATION: 15975 County Route 48 (aka Middle Road)and 7495 Alvah's Lane, Cutchogue,NY S.C.T.M. 1000-101-1-14.6 & 14.4. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 31,2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSMESCRIPTION: The subject property consists of two parcels described as SCTM Nos. 1000-101-1-14.4 and 1000-101-1-14.6. Lot No. 14.4 is a conforming 226,864 sq. ft. flag lot improved with a single family dwelling in the Agricultural Conservation (AC) Zoning District . The lot has 50.00 feet of frontage on Alvah's Lane, 848.21 feet along the northern property line, 525.22 feet along the western property line, 388.43 feet along the southern property as shown on the survey dated January 24, 2015 last revised July 21, 2015 prepared by John T. Metzger, LS. Lot No. 14.6 located in the AC Zoning District is in conformance having 3.7 acres (161,505 sq. ft.) of vacant land, with 195.81 feet of frontage on Middle Road (aka CR 48), 765.28 feet along the northern property line, 194.22 feet along the western property line and 838.47 feet along the southern property line as shown on the survey dated July 16, 2015 prepared by John T. Metzger, LS. Combined, both parcels measure+/- 8.94 acres(389,426 sq. feet). BASIS OF APPLICATION: Request for Variance under Article III Code Section 280-13A(4) and the Building Inspector's June 17, 2015, amended June 23, 2015 Notice of Disapproval for a building permit for the construction of a winery/tasting room, at: 1)winery located on a parcel less than the code required minimum of at least 10 acres devoted to vineyard or other agricultural purposes. RELIEF REQUESTED: The applicant requests a variance to build and operate a winery/tasting room on two adjacent parcels totaling +/- 8.94 acres (389,426 square feet) where the code requires a minimum of 10 acres of property devoted to vineyard or other agricultural purposes. 1 S � Page 2,July 21,2016 #6882, Sannino SCTM No. 1000-101-1-14.4& 14.6 ADDITIONAL INFORMATION: 1. The applicants obtained a Special Exception Permit from the Board of Appeals to operate a one guest bedroom bed and breakfast use in their single family dwelling (ZBA File #6194, September 22, 2009) which was increased to the code permitted maximum number of guest bedrooms (five) on July 5, 2012 (ZBA File# SE6565). 2. In a letter dated November 19, 2015 Lisa and Anthony Sannino stated that their residence and B & B use occupies 5,000 square feet of lot 14.4. The remaining square feet of lot no. 14.4 is in agricultural production or used for agricultural purposes. This information was confirmed in a plot plan by Robert J. Gruber,Architect, stamped by the ZBA as received on November 23, 2015 3. At the public hearing the applicants testified that they had the option of purchasing additional land adjacent to their existing lots from two different property owners. This expectation was verbally confirmed at the hearing by the Pastor of the adjacent church property and the agent for the owner of the residential lot. 4. On March 3, 2016 the applicant testified, under oath, that he had made offers to purchase 5 properties adjacent to the subject parcels, without success. A survey identifying those parcels and a mails from a real estate agent confirming rejection of the applicant's market rate offers were submitted to the Board. 5. Several neighbors attended the meeting who were in support of the application. Two neighbors from the same household testified that they opposed the application. 6. The development rights on both of the subject lots are intact. 7. The Board requested and received written comments on this application from the Southold Town Planning Board dated September 1, 2015. The Planning Board did not support the requested variance stating concerns about setting a precedent that could have town wide ramifications, and the proposed winery being in close proximity to residential properties. The applicant's agent objected to the latter point because "The Town Code specifically allows wineries in residential zones..." 8. On February 2, 1016,the Board received a written request from the applicant asking that we proceed with rendering a variance relief determination because they had been unsuccessful in their efforts to purchase additional acreage from adjacent property owners so that they would conform to the code required 10 acres. They also extended to February 18, 2016 the 62 day period from the date of closing of the Nov. 5, 2015 public hearing in which time the Board is required to render a decision. 9. On February 18, 2016 the Board of Appeals voted unanimously to re-open the hearing on the subject application for the sole purpose of entering into the record testimony and written information pertaining to the applicants' efforts to purchase additional property in order to become code conforming. A public hearing was set for March 3, 2016. 10. On March 3, 2016 the applicant testified, under oath, that he had made offers to purchase 5 properties adjacent to the subject parcels, without success. A survey identifying those parcels and a mails from a real estate agent confirming rejection of the applicant's market rate offers were submitted to the Board. AMENDED DECISION 11. On April 17, 2016 the First Baptist Church of Cutchogue submitted a letter to the Zoning Board of Appeals stating that the testimony and documents submitted by the applicant regarding the purchase of additional adjacent acerage in order to conform to the code required 10 acres were false and misleading. Page 3,July 21,2016 #6882, Sannino SCTM No. 1000-101-1-14.4& 14.6 12. On May 5, 2016 the Zoning Board of Appeals voted to reopen the hearing in order to verify the.accuracy of the facts on which the Board based its decision. 13. At the hearing on July 7, 2016 a Trustee of the first Baptist Church testified that there was a misunderstanding which led the church to write the letter. 14. At the hearing Gail Wickham (a neighboring property owner) testified that Anthony Sannino had approached her on several occasions and made reasonable offers to buy land from her. However, she leased the land to a neighboring farmer and attested that she is not in a position to sell at this time. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 1,2015,on November 5, 2015, and on March 3, 2016, and July 7,2016 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 413(A)(4)Wineries Use Regulations. I. A winery shall be a place or premises on which wine made primarily from Long Island Grapes is produced and sold. 11. The winery shall be placed on at least 10 acres(435,600 square feet)which are devoted to vineyard or other agricultural purposes and which is owned by the winery owner. 111. The winery structures shall be set back a minimum of 100 feet from a major road; and IV. The winery shall obtain site plan approval. 2. Definitions of 28044). The term other agricultural purposes is not specifically defined by the Southold Town Code.Under §280-4(B), any word or term not noted...shall be used with the meaning as defined in Webster's Third New International Dictionary of the English language, unabridged(or latest edition). 3. Meriam Webster's full definition of agriculture is the science, art, or practice of cultivating the soil, producing crops, and raising livestock and in varying degrees the preparation and marketing of the resulting products. 4._Town zoning code 280 attachment 1 (Bulk Schedule),Density and Minimum Lot Size Schedule for Residential Districts. I. The minimum lot size in square feet for a single family detached dwelling in an A-C Agricultural Conservation zone district is 80,000 square feet of land with development rights intact. II. A non-residential use(as permitted) in the AC zone district requires 80,000 square feet of land with development rights intact. III. A residential use and a non-residential use, such as a winery, require 160,000 square feet of land with development rights intact. IV. In order to have a winery use and residential use an applicant must have a minimum of 515,600 square feet(11.85 acres) of land, 435,600 sq. ft.(10 acres)for the winery, processing,and tasting room,and 80,000 square feet for the residential use. 5. A bed and breakfast use is legally permitted by Special Exception of the Board of Appeals as an accessory to a residential use. Therefore the lot area on which a residence with an established B&B is located cannot be counted as part of the 10 or more acres devoted to vineyard or other agricultural purposes required to establish a winery. Page 4,July 21,2016 #6882,Sannino SCTM No. 1000-101-1-14.4& 14.6 6. Because land is used for purposes other than agricultural uses,those portions shall not be calculated as part of the 10 required acres(435,600 square feet),the 80,000 sq. ft. required for a residential and accessory B&B use on the applicants' property must be subtracted from the existing acreage that can apply towards the 10 acres they need to establish a winery. 7. The applicants have a total of 309,426 square feet (7.10 acres) in agricultural production on lots nos. 14.4 and 14.6 combined. They need an additional 126,174 square feet(2.89 acres)of land in agricultural production in order to meet the code required 10 acres minimum (435,600 square feet) of land used for agricultural purposes in order to establish the proposed winery, as of right. All as shown on a stamped site plan by Robert J. Gruber, Architect received by the Board of Appeals on December 17,2015 8. Town Law 4267-b(3)(b)(1). Grant of the relief requested, with the conditions imposed herein, will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family homes, agricultural properties, and a church. The applicant's property includes frontage on County Road 48 which is a major road, and the winery structure is proposed to be located on the subject property at a conforming front yard setback. Also,the applicants must obtain site plan approval from the Southold Town Planning Board which can impose reasonable conditions to mitigate any possible adverse impacts on the nearby residential properties. 9. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant has exhausted all currently existing options to purchase additional acreage (at least 1.7 acres (74,205 square feet) from an adjacent property owner. 10. Town Law 4267-b(3)(b)(3). The variance requested herein represents 30.6% %relief from the code,and, in the context of the 10 acre minimum requirement for a winery use, is substantial. However, the substantiality is mitigated by the subject properties' 195.81 feet of frontage on Middle Road(aka CR 48, a major road)with a proposed front yard setback from same at 200 feet which is double the 100 foot minimum required by code; all other setbacks are conforming; all development rights are in-tact on the subject properties; and the subject property is sufficiently large to permit safe ingress and egress, parking and buffering from adjacent properties through the required site plan approval from the Planning Board. Further, the applicant has approximately 75,000 square feet of area calculated for residential use in agricultural production (on lot 14.4) which will be merged with lot 14.6 and covenanted to remain in agricultural production so long as the winery is in operation. 11. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Traffic will not be generated on Alvah's Lane, which is residential, because the winery will be accessed from CR Route 48, a major road. Buffers between the subject parcels, the proposed winery/tasting room and the adjacent residential properties can be established as deemed appropriate by the Planning Board to mitigate potential adverse impacts. 12. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 13. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a residence and a winery while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Weisman (Chairperson), seconded by Member Dantes, and duly carried, to Page 5,July 21,2016 #6882, Sannino SCTM No. 1000-101-1-14.4& 14.6 GRANT the Relief As Amended, subject to the following CONDITIONS: 1) Since the winery use cannot legally operate without the required agricultural uses existing on both lots 14.4, and 14.6,the applicant shall merge lots 14.4 and 14.6 2) The applicant shall submit written documentation to the ZBA confirming compliance with the required merger. No building permit shall be issued by the Building Department for the proposed winery/tasting room structure(s)until the Board of Appeals notifies said department that the required merger has been effectuated. 4) The applicant shall obtain site plan approval from the Southold Town Planning Board. Failure to do so will render the variance relief granted herein null and void. ` 5) The applicant shall place a covenant and restriction on his property deed that 75,000 square feet of the residential use area shall be kept in agricultural production as long as he maintains the winery use. 6) If the applicant or future owners wish to extinguish the covenant and restriction they must apply to the Zoning Board of appeals and state that they are abandoning their use as a winery. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Horning, Goehringer. This Resolution was duly adopted(4-0). Member Schneider Recused. Leslie Kanes Weisman, Chairperson Approved for filing / /2016 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)7654330 Fax: (631)7654643 ri lI NOV 18 2015 November 18, 2015 I L.- Chairperson Leslie Weisman Zoning Board of Appeals - - — - Southold Annex Main Road, Southolf NY 11971 (Hand delivery) Re: SANNINO WINERY, INC. SCTM#1000-101-1-14.4 & 14.6 Appeal# 6882 Dear Chairperson Weisman and Board: My clients are making every effort to meet the Town Code. Mr. and Mrs. Sannino currently have a combined acreage of 8.94 acres (389,426.40 sq.ft.). In order to avoid an application for a variance they are attempting to purchase additional land from the adjacent church parcel. At our last hearing we discussed that my client needs to know clearly how much additional acreage is required in order to pursue a lot line change with the adjacent church parcel. We strongly believe that according to Southold Town Code, past applications, and Agriculture and Markets Law, the farm house is an integral part of the farm winery, and no square footage should be deducted from the winery for the "residential use". Nevertheless, in an effort to move forward their plans without a variance, my client will set aside 5,000 sq.ft. as the area of the "farm house residential use". Therefore, my client will pursue a lot line change for 1.17 acres from the church. We would respectfully request that you and the Building Department come to an agreement on this issue. Once we receive confirmation from the Town of Southold Building Department that, in fact, 1.17 acres will make the Sannino Winery Inc. application conforming,then we would adjourn this application to negotiate with the church for the additional land. We will keep you advised of the progress. If the church and Sannino family are able to come to an agreement, we will apply to the Planning Board for a lot line modification. Once the lot line modification is approved we expect that this variance will be moot. We thank you for your continued cooperation and we would respectfully request confirmation of the 1.17 acres required so that we will know how to proceed. Very truly yours, Patricia C. Moore cc: Mike Verity, Building Inspector Stephen Kiely, Assistant Town Attorney o CC# : C1741899 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 10/05/2017 under Liber D00012932 and Page 594 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 10/05/2017 SUFFOLK COUNTY CLERK <;7—ae-4=X- a. /9 � JUDITH A.PASCALE i SEAL i 1111111 IIII IIIII IIIII IIII!111111i111 IIIII IIIII IIII IIII 111111 IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 10/05/2017 Number of Pages: 6 At: 01 :03:00 PM Receipt Number : 17-0175363 LIBER: D00012932 PAGE: 594 District: Section: Block: Lot: 1000 101 . 00 01 .00 014.004 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $30 .00 NO Handling $20.00 NO COE $5 .00 NO NYS SRCHG $15.00 NO TP-584 $0 . 00 NO Notation $0 .00 NO Cert.Copies $10. 40 NO RPT $400 .00 NO Fees Paid $480 .40 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County t�4w I.I V%-UI I I c I it. vv III vc Fuvn�. record. Please remove all Social Security Numbers L 1,001U112'K prior to recording. F 594 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee 0 Mortgage Amt. 1.Basic Tax Handling 20 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) _ TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. (� �' {� Held for Appointment Comm.of Ed. 5. 00 � Transfer Tax .� . Mansion Tax Affidavit Certified Copy . The property covered by this mortgage is oZ or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other (J Grand Total 0 I If NO, see appropriate,tax clause on J page# of this instrument. 4 Dist. 103492293 Get 14. 55 Community Preservation Fund Real Property PTS Consideration Amount Tax Service R LPA A N Agency 05-OCT-1T CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD& RETURN TO: Vacant Land TD Wickham,Bressler&Geasa,P.C. P.O. Box 1424 TD Mattituck,New York 11952 TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached __ Declaration of Covenants and Restrictions made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in Agriturismo Sannino LLC SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Town of Southold In the VILLAGE 1000' 10100 0100 014004 MATTITUCK-GU'UHUUUt 1000 10100 0100 014006 MATTITUCK-CUTCHOGLIE DECLARATION OF COVENANTS AND RESTRICTIONS 14 DECLARATION made thiso�7 day of September, 2017, by Agriturismo Sannino LLC, a New York limited liability company, presently having an address of 7490 Alvahs Lane, Cutchogue, New York 11935, hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS, the Declarant is the owner of certain real property situate on 7495 Alvahs Lane, Cutchogue, New York 11935, Town of Southold, County of Suffolk, State of New York, more particularly bounded and described in Schedule "A" annexed hereto (hereinafter referred to as the Property); and WHEREAS, the Declarant has made an application to the Planning Board of the Town of Southold for approval of a site plan application located on the Property, as shown on the site plan entitled Sannino Vineyard, prepared by Robert J. Gruber, Architect, and last revised June 26, 2017 hereinafter"the approved Site Plan" ; and WHEREAS, as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, the Planning Board reviewed this site plan application for a winery; and WHEREAS, the Planning Board found that there are potential impacts reflected in.the record for this Site Plan application from noise, parking, traffic safety, pedestrian safety, and. adverse impacts to the established character and value of the adjoining properties associated with the use of the Property; and WHEREAS, the Planning Board has determined that the covenants and restrictions contained herein are necessary and proper to address the aforementioned potential impacts and are necessary to protect the public health, safety and welfare; and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of said lots. NOW, THEREFORE, THIS DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant and agree that the Property herein described shall hereafter be'subject to the covenants and restrictions as herein cited, to wit: - --- 1. The maximum number of patrons and/or visitors on the winery site is limited to 235 people at any given time. This limitation does not include employees of the winery, the related farming operation ("Farm"), or the Bed & Breakfast ("B&B") located on the subject property. The limitation also does not include guests of the B&B that are not present at the winery site. 2. The vehicles used by visitors and patrons to the winery may only be parked in approved areas as depicted on the approved Site Plan, The maximum number of such vehicles permitted on site for winery operations, is 39. This limitation does not include the vehicles of employees of the winery, the Farm or the employees or guests of the B&B that are not parked in the area designated for winery parking on the approved Site Plan.. There is no additional parking permitted on site or on adjacent properties for visitors or patrons of the winery operation. The winery operator, its agents, or employees shall not direct people to park on public streets, including CR48; 3. Limousines and Buses must park in the oversize spaces on the west side of the winery, and are permitted in the following numbers and combinations: a. Maximum number of limousines at any one time is five (5); b. When 4 or 5 limousines are on site, no buses are permitted; c. Maximum number of buses at any one time is two (2); d. One limousine is permitted when two buses are on site; e. Up to three limousines are permitted with one bus on site. 4. All vehicles must remain on site at all times while their patrons are on site. No drop-off permitted except for ride sharing, public transit or taxi; 5. Parking in designated parking areas only, as shown on the approved Site Plan; 6. The 17 gravel parking stalls facing the building are to be the primary parking stalls; 7. A traffic routing plan is required to be distributed to all driver/livery companies ahead of time and shall be provided/displayed for all potential patrons on the company website; 8. There shall be no more than 12 Special Events, as defined by the Southold Town Code, at the winery in a calendar year, subject to the following conditions: a. Nothing contained herein shall waive the requirement that the Declarant make an application for a Special Event Permit as required by the Southold Town Code; b. The covenants and restrictions set forth in paragraphs "1"through "6" shall not apply to Special Events at the winery for which Declarant has applied for and received a Special Event Permit as required by the Southold Town Code; c. Notwithstanding the foregoing, nothing contained herein shall restrict a body, board or official responsible for reviewing and/or approving special event permits from recommending and/or requiring that any reasonable conditions be placed on the approval of a special events permit that an aforementioned body, board or official deems appropriate based on the submitted application and the criteria for reviewing Special Event Applications set forth in the Southold Town,Code. The within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked, or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. _ IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT: AGRITURISMO SANNINO LLC By: n Wino, Member STATE OF NEW YORK) ) ss.: COUNTY OF SUFFOLK) On thiao day of in the year 2017, before me personally appeared Anthony Sannino, known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public ABIGAIL A.WICKHAM .Notary Public State of New York No.52-4642871 Qualified in Suffolk Coun Commission Expires Sept.30,2011 SCHEDULE A DESCRIPTION OF PROPERTY ALL that certain plot,piece or parcel of land,situate, lying and being in the Town of Southold at Cutchogue,County of Suffolk and State of New York, being Lots No. I and 3 as shown on"Map of Minor Subdivision Prepared by for Giora Hanogh&Harold Watts", filed in the Office of the Clerk of the County of Suffolk on February I, 1991 as Map No 9059,which are more fully described as follows: BEGINNING at a monument set on the Westerly line of Alvah's Lane at the southeasterly corner of land now or formerly of Keil Alvah's Lane Farm LLC and being 699.67 feet southerly from the northeasterly corner of land now or formerly of Catalano; RUNNING THENCE along said line of Alvah's Lane,South 33 degrees 27 minutes 50 seconds East 50.00 feet to land now or formerly of Frances Slezak and Alf Sommerstad; THENCE along said land South 56 degrees 32 minutes 10 seconds West 468.79 feet; THENCE continuing along said land and along land now or formerly of Tuthill South 33 degrees 03 minutes 20 seconds East 1144.09 feet to land now or formerly of Piscano; RUNNING THENCE along said land the following two(2)courses and distances: 1. South 33 degrees 24 minutes 10 seconds East 98.93 feet;thence 2. South 26 degrees 55 minutes 00 seconds East 88.07 feet to the northerly line of Middle Road (C.R.48); RUNNING THENCE along Middle Road(C.R.48)South 61 degrees 19 minutes 20 seconds West 195.81 feet to land now or formerly of the First Baptist Church of Cutchogue Long Island; RUNNING THENCE along said land the following two(2)courses and distances: 1.North 28 degrees 40 minutes 40 seconds West 200 feet;thence 2.North 33 degrees 32 minutes 20 seconds West 638.47 feet to the southerly side of Lot I on said Map; RUNNING THENCE South 56 degrees 56 minutes 40 seconds West 194.25 feet to land now or formerly of WW Farms LLC; THENCE along said land the following two courses and distances: 1.North 34 degrees 15 minutes 30 seconds West, 127.47 feet;thence 2.North 31 degrees 25 minutes 20 seconds West,397.77 feet to land now or formerly of Keil Alvah's Lane Farm LLC; THENCE along said land North 56 degrees 32 minutes 10 seconds East 848.21 feet to the Westerly line of Alvah's Lane the point or place of BEGINNING. p-� CC#: C17-41897 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DEED recorded in my office on 10/05/2017 under Liber D00012932 and Page 593 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 10/05/2017 SUFFOLK COUNT/Y� CLERK JUDITH A.PASCALE SEAL SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 10/05/2017 Number of Pages: 4 At: 01 :03:00 PM Receipt Number : 17-0175363 TRANSFER TAX NUMBER: 17-08123 LIBER: D00012932 PAGE: 593 District: Section: Block: Lot: 1000 101 .00 01 .00 014.004 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0 .00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $ 0.00 NO COE $5 .00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5 .00 NO Notation $0.00 NO Cert.Copies $10 .00 NO RPT $400.00 NO Transfer tax $0 .00 NO Comm.Pres $0.00 NO Fees Paid $605.00 TRANSFER TAX NUMBER: 17-08123 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County This document will be public CLEF' SIF UFFOLI C i LINTY record.Please remove all L LD,_;,i01;. Social Security Numbers P c19T prior to recording. 1'T# Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee `20 Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-52 17(County) Sub Total �� Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. n- Dual for Appointment Comm.of Ed. 5. 00 Transfer Tax AffidavitQ%) Mansion Tax The property covered by this mortgage is o Certified Copy' or will be improved by a one or two NYS Surcharge is, 00 .� Y— familydwelling only. Sub Total YES or NO Other l Grand Total U If NO, see appropriate tax clause on page# of this instrument. g -a 4 Dist. 1C 17033919 1-)pd 14.6 5 1 Community Preservation Fund Real Property P TS Consideration Amount Tax Service PA A (0 L. 110,11111111Agency 05-OCT-17 CPF T Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD& RETURN TO: Vacant Land TD Wickham, Bressler&Geasa,P.C. P.O. Box 1424 TD Mattituck,New York 11952 TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Bargain& Sale Deed with Covenant made by: , (SPECIFY TYPE OF INSTRUMENT) Anthony Sannino and Lisa Sannino and The premises herein is situated in Agriturismo Sannino LLC SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold District Secton Block Lot School District Sub Division Name 1000 10100 0100 014004 1000 10100 0100 014006 MATTITUCK-CUTCHOGUE BO wE&N ANTHONY SANNINO and LISA SANNINO,husband and wife, residing at 7490 Alvahs Lane, Cutchogue,New York 11935; and AGRITURISMO SANNINO LLC,a New York limited liability company having an address at 7490 Alvahs Lane,Cutchogue,New York 11935, party of the first part, and AGRITURISMO SANNINO LLC, a New York limited liability company having an address at 7490 Alvahs Lane, Cutchogue,New York 11935,party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten and 00/100--($10.)--Dollars,and other good- and valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land, situate, lying and being in the Town of Southold at Cutchogue,County of Suffolk and State of New York, being Lots No. 1 and 3 as shown on"Map of Minor Subdivision Prepared by for Giora Hanogh&Harold Watts", filed in the Office of the Clerk of the County of Suffolk on February 1, 1991 as Map No 9059. THIS DEED is intended to merge the property described above into property currently owned by Anthony Sannino and Lisa Sannino know as SCTM# 1000-101-1-14.4 with property currently owned by Agriturismo Sannino LLC currently known as SCTM#1000-101-1-14.6, so that together the merged properties are described as follows: BEGINNING at a monument set on the Westerly line of Alvah's Lane at the southeasterly corner of land now or formerly of Keil Alvah's Lane Farm LLC and being 699.67 feet southerly from the northeasterly corner of land now or formerly of Catalano; RUNNING THENCE along said line of Alvah's Lane, South 33 degrees 27 minutes 50 seconds East 50.00 feet to land now or formerly of Frances Slezak and Alf Sommerstad; THENCE along said land South 56 degrees 32 minutes 10 seconds West 468.79 feet; THENCE continuing along said land and along land now or formerly of Tuthill South 33 degrees 03 minutes 20 seconds East 1144.09 feet to land now or formerly of Piscano; RUNNING THENCE along said land the following two(2)courses and distances: 1. South 33 degrees 24 minutes 10 seconds East 98.93 feet;thence 2. South 26 degrees 55 minutes 00 seconds East 88.07 feet to the northerly line of Middle Road (C.R.48); RUNNING THENCE along Middle Road(C.R.48)South 61 degrees 19 minutes 20 seconds West 195:81 feet to land now or formerly of the First Baptist Church of Cutchogue Long Island; RUNNING THENCE along said land the following two(2)courses and distances: 1.North 28 degrees 40 minutes 40 seconds West 200 feet; thence 2.North 33 degrees 32 minutes 20 seconds West 638.47 feet to the southerly side of Lot 1 on said Map; RUNNING THENCE South 56 degrees 56 minutes 40 seconds West 194.25 feet to land now or formerly of WW Farms LLC; THENCE along said land the following two courses and distances: 1.North 34 degrees 15 minutes 30 seconds West, 127.47 feet;thence 2.North 31 degrees 25 minutes 20 seconds West, 397.77 feet to land now or formerly of Keil Alvah's Lane Farm LLC; THENCE along said land North 56 degrees 32 minutes 10 seconds East 848.21 feet to the Westerly line of Alvah's Lane the point or place of BEGINNING. wilt% ay ueea i ioer tL,+,+a cp ana to Agriturismo Jannino LLU by deed Liber 12839 cp 675. TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first.part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties"whenever the sense of this indenture so requires. .A• IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: Antho nino 7 Lisa Sannino AGRITURISMO SANNINO LLC By: hony S ember t ,pergonally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individuai(s) whose name(s) is satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the capacity(ies), and that by his/her/their signature(s) on the instrument the individual(s),or the person upon behalf of which instrument, he individual(s),or the person upon behalf of which the ind' I(s)a ed execute the instrument. the in IGIi 1(s)a ted,e eckjtedq toe in-strum)ent. (signatur and office of individual taking acknowledgment) (signat r and office of individual taking acknowledgment) Notary ublic Nota ublic ABIGAIL A.WIGKHAM Notary Public State of New York ABIGAIL A.WICKHAM No.52-4642871 NoWy Public State of New York Qualified In Suffolk County No.52-4642871 Commission Expires Sept.30,20y.)7 Qualified in Suffolk County &Mmission Expires Sept.30,2W7 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW-YORK STATE State(or District of Columbia,Territory,or Foreign Country)of County of ss: On the day of ,in the year 200, before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument,and that such individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgement) Notary Public BARGAIN AND SALE DEED SECTION 101.00 WITH COVENANT AGAINST GRANTOR'S ACTS BLOCK 01.00 Title No. LOT 014.004&014.006 Anthony Sannino and Lisa Sannino, husband COUNTY OR TOWN Southold and wife and Agriturismo Sannino LLC TO Recorded at Request of Agriturismo Sannino LLC COMMONWEALTH LAND TITLE INSURANCE COMPANY RETURN BY MAIL TO: STANDARD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERS Wickham, Bressler& Geasa, P.C. Distributed by P.O. Box 1424 Commonwealth Mattituck, New York 11952 A LANDAmERICA COMPANY COMMONWEALTH LAND TITLE INSURANCE COMPANY W U LL LL O t7 Z O O V W LL 0 W tI) 7 O LL `w • 1111111 IN 1111111111111111111111111111111111111111111 111111111111111111111 IN SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 10/05/2017 Number of Pages: 4 At: 01:03:00 PM Receipt Number : 17-0175363 TRANSFER TAX NUMBER: 17-08123 LIBER: D00012932 PAGE: 593 District: Section: Block: Lot: 1000 101 .00 01.00 014.004 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.,00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5 .00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $10 .00 NO RPT $400.00 NO Transfer tax $0 .00 NO Comm.Pres $0.00 NO Fees Paid $605.00 TRANSFER TAX NUMBER: 17-08123 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County • DD Number of pages l j RECORDED 2017 Oct 05 01:03:00 PM JUDITH R. PASCALE This document will be public CLERK OF P SIJFFOLK COUNTY record.Please remove all L D00012932 Social Security Numbers P 593 prior to recording. OTA 17-08123 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Mortgage Amt. Page/Filing Fee 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation SpecJAsslt. or EA-52 17(County) Sub Total �� Spec./Add. EA-5217(State) �(� TOT.MTG.TAX Dual Town County -� R.P.T.S.A. 4 � _ -'"b�, Held for Appointment Comm.of Ed. 5. 00 a Transfer Tax _ GG►►. • Affidavit Mansion Tax rr1 Certified Copy ._ The property covered by this mortgage is or will be Improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total D YES or NO Other Grand Total 0 If NO, see appropriate tax clause on page# of this Instrument. 4 Dist. If 17033919 —� � �l'1Pd 14.6 5 Community Preservation Fund Real Property R T S Consideration Amount Tax Service -A Agency CPF Due $ Verification .` Improved 6 Satisfactions/Dlscharges/Rel eases List Property owners Mailing Address RECORD&RETURN TO: Vacant Land TD Wickham,Bressler&Geasa,P.C. P.O.Box 1424 TD Mattituck,New York 11952 TD Mail to:Judith A. Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# g t Suffolk County Recording & Endorsement Page This page forms part of the attached Bargain&Sale Deed with Covenant made by: (SPECIFY TYPE OF INSTRUMENT) Anthony Sannino and Lisa Sannino and The premises herein is situated in Agriturismo Sannino LLC SUFFOLK COUNTY,NEW YORK TO In the TOWN of Southold Agriturismo Sannino LLC In the VILLAGE or HAMLET of Cutchogue BOXES 6 THRU S MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over pT Doc ID: 17033919 R LPA A S-OC T-777 Tax Maps District Secton Block Lot School District Sub Division Name 1000 10100 0100 014004 1000 10100 0100 014006 MATTITUCK-CUTCHOGUE Standard N.Y.B.T U.Form 8002-Bargain and Sale Deed,with Covenant against Grantees Acte—Uniform Adtnowledgment Form 3290 CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the_U'`"�ay of September, 2017 BETWEEN ANTHONY SANNINO and LISA SANNINO,husband and wife,residing at 7490 Alvahs Lane, Cutchogue,New York 11935;and AGRITURISMO SANNINO LLC,a New York limited liability company having an address at 7490 AIvahs Lane,Cutchogue,New York 11935,party of the first part,and AGRITURISMO SANNINO LLC,a New York limited liability company having an address at 7490 Alvahs Lane,Cutchogue,New York 11935,party of the second part, WITNESSETH,that the parry of the first part,in consideration of Ten and 00/100--($10.)--Dollars,and other good and valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,situate,lying and being in the Town of Southold at Cutchogue,County of Suffolk and State of New York,being Lots No. I and 3 as shown on"Map of Minor Subdivision Prepared by for Giora Hanogh&Harold Watts",filed in the Office of the Clerk of the County of Suffolk on February 1, 1991 as Map No 9059. THIS DEED is intended to merge the property described above into property currently owned by Anthony Sannino and Lisa Sannino know as SCTM# 1000-101-1-14 4 with property currently owned by Agriturismo Sannino LLC currently known as SCTM#1000-101-1-14.6,so that together the merged properties are described as follows: BEGINNING at a monument set on the Westerly line of Alvah's Lane at the southeasterly corner of land now or formerly of Keil Alvah's Lane Farm LLC and being 699.67 feet southerly from the northeasterly comer of land now or formerly of Catalano; RUNNING THENCE along said line of Alvah's Lane,South 33 degrees 27 minutes 50 seconds East 50.00 feet to land now or formerly of Frances Slezak and Alf Sommerstad; THENCE along said land South 56 degrees 32 minutes 10 seconds West 468.79 feet; THENCE continuing along said land and along land now or formerly of Tuthill South 33 degrees 03 minutes 20 seconds East 1144.09 feet to land now or formerly of Piscano; RUNMNG THENCE along said land the following two(2)courses and distances: 1.South 33 degrees 24 minutes 10 seconds East 98.93 feet;thence 2. South 26 degrees 55 minutes 00 seconds East 88.07 feet to the northerly line of Middle Road(C.R.48); RUNNING THENCE along Middle Road(C.R.48)South 61 degrees 19 minutes 20 seconds West 195.81 feet to land now or formerly of the First Baptist Church of Cutchogue Long Island; RUNNING THENCE along said land the following two(2)courses and distances: 1.North 28 degrees 40 minutes 40 seconds West 200 feet;thence 2.North 33 degrees 32 minutes 20 seconds West 638.47 feet to the southerly side of Lot 1 on said Map; RUNNING THENCE South 56 degrees 56 minutes 40 seconds West 194.25 feet to land now or formerly of WW Farms LLC, THENCE along said land the following two courses and distances: 1.North 34 degrees 15 minutes 30 seconds West, 127.47 feet;thence 2.North 31 degrees 25 minutes 20 seconds West,397.77 feet to land now or formerly of Keil Alvah's Lane Farm LLC; THENCE along said land North 56 degrees 32 minutes 10 seconds East 848.21 feet to the Westerly line of Alvah's Lane the point or place of BEGINNING. BEING AND INTENDED TO BE the same premises conveyed to Anthony Sannino and Lisa Sannino,husband and wife,by deed Liber 12448 cp 275 and to Agriturismo Sannino LLC by deed Liber 12839 cp 675. TOGETHER with all right,title and interest, if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word*party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF w ntho rano Lisa Sannino AGRITURISMO SANNINO LLC By: ony S ember BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN New York STATE State ofNew York,County of Suffolk,as: State of New York,County of Suffolk, as: On Ihaeday of 15; , in the year 2017. On theme ay of in the year 2017 before me,the undersigned,personally appeared before me,the undersigned,personalty appeared ANTHONY SANNINO LISA SANNINO personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is satisfactory evidence to be the Individual(s)whose name(s) is (are)subscribed to the within instrument and acknowledged to (are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their me that he/she/they executed the same in his/her/their capacity(ies), and that by his/herftheir signature(s) on the capacity(ies). and that by hisMer/their signature($) on the instrume t he individual(s),or the person upon behalf of which instrument, he individual(s),or the person upon behalf of which the ind I(s)a ed xecute the instrument. the in iv"ki f I(s)a ed,et a to t e instrument. I LL (signatui and office of individual taking acknowledgment) signal and office of individual taking acknowledgment) Notaryublic Nolary� ublic ABIGAIL A.WICKHAM Notary Public State of Now York ABIGAIL A.WICKHAM No.62-4642971 Netary Public State of New York oualitied in Suffolk County No.52-4642871 Cgrruniasion Expires Sept.30,2Q-7 Qualified in Suffolk County COeunleeion Expires Sept.30,2l j/- TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of County of as: On the day of in the year 200, before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is(are) subscribed to the within instrument and acknowledged to me that he/shelthey executed the same In his/herllheir capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual($)acted, executed the instrument,and that such individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the State or Country or other place the admowledgment was taken) (signature and office of individual taking acknowledgement) Notary Public BARGAIN AND SALE DEED SECTION 101.00 WITH COVENANT AGAINST GRANTOR'S ACTS BLOCK 0100 Title No. LOT 014,004&014.006 Anthony Sannino and Lisa Sannino,husband COUNTY OR TOWN Southold and wife and Agriturismo Sannino LLC TO Recorded at Request of Agriturismo Sannino LLC COMMONWEALTH LAND TITLE INSURANCE COMPANY RgIURN BY MAIL TOi STANDARD FORM OF NEW YORK BOARD OF TITLE UNDERWRIErts Wickham, Bressler&Geasa,P,C. Distributed by P.O. Box 1424 Commonwealth Mattituck, New York 11952 Al-4 DAMWIIU COMYA'Y COMMONuemmi LAND TITLE INSURANCE COMPANY W U LL 0 0 O K O V W t� O W N 7 LLW U a yr N_ K W N W 1' INSTRUCTIONS(RP-5217-PDF-INS):www.otps.stab.ny.us FOR COUNTY USE ONLY NM Yer«ftdo DWwomM of ct.swhs code 1�1J 99 , Taxadw and Finance CL Dab Daad Recorded / 49 �-s// 7,J Mos of Res!Property Tax Savlon °" RP-5217-PDF CL Book C4.Papa Reel PlopwV TnneM Repent(V10) PROPERTYINPORMATION 1.Pemly 7495 Alvahs Lane Loeatlon •su¢,www •.roar w.rc Southold Cutchosue 11935 •CMOeTOM Y LAW •necoa Low" Agrituriamo Sannino LLC Nsaa •r.N rruwooaP.rn 0 s ra.e 6W•aat4)0rPeeM NyT"d, ATax kW-W'thanM"TuBMaarebbewd A a d der dwn bwooddrustat babm of ft" "*T"Momwow Fam K%W wMEIMMUM r,rwaWa aTY eRT,NN R.T. Room 4.brdbabda M~OFAawwnwt 2 a d prob Pwt d e Pww (0*MMR Ms POP"*CM*WSW apply: ex RPwesb bwwbnwl ao dm deed OR ❑ k Planmp Bad rrah SubdMldo Adhwdy Elim ❑ a Deed x oR MIX 6 Pawn Petr •trete 4a.Sub*A*r ApprwA0 ass RWAMd farTrandw ❑ •earn 4C.Pored Apprw W for Brd-Ma n**h 11W ROAM ❑ Sannino Anthony and:Lisa s Sdbr r,M,,,,, M, Name r M.'Rex Agrituriamo Sannino LLC uar...raamrwr - •-- nwerrwe 17.Bebd da doedpdm WMM routae-rway ftwdbu UM CMak dor bow below n day appy: so of the x"wIV st dw dme of ala: R OwMMw TV"Y Cwrdw w" 13 L New C-Wnrllon w a VwM taM El aericultural & residential 10A.Pmpedy Loottl wbMon AWMJMM UAW rl IM.SWw mcdod a drlewre nota Indlo q thw Do prapody Is N onAWMftfdDWGI ❑ E INFORMATIONte.ClaekeMananalarwae-rsdorap Inn A.SOP Bslwewr Rdwhma a mwr FoRW-Na 11.Bib Conbect Cob n/a B.dde babron Phtded Conrpr I or Pamrws In Bwdnas. C.Ored■e Buyws w Wo•8slw • 12.Ode Of BaIMTrwrebr 09/23/2017 0.Bayes w SOW Is Gowweaws Agony or tandrrd tnwbabrr E DOW Type not wwmmy or BwVw aM sob(speedy Bdo-) F.Sde d Frwdlwrd w Lao#wn Fa krbmd(ewey BdoM Mi.FW Bab Pike 0 .00 0.SgWaant Chwrpa in Pmpsdy Boh Ren TwAN t'dsbrs Red Sob Dda N.Role dBud NoYk.W dtiSdsPros (Fd SW Pdu letW 44d orrwod pod Por em properly hwkdrrd pmwmd p V". I.Odor Unusud Fwlas Atladno Sde Pnce I8pudy Below) Ms payrNd msy be In dwbrm death,odor prqu my Rego ft or do uwampson of J.NON rwroMa or odor dbdp Hien)Fbaa mod(0 dw Nwaf w ftk dtaww,rowrt CorrwwelN ar Conditlan: 14.Irrdlals Ow webs of pemond propeft krcludad In dw sob 0 .00 ASESIMMMOMMATION- should MW BmMull Fou Ausewnent Rai wid Tax BM ts.Yaw of Aoasraw Red hem Wfth Inbwrwbn tWmgM 16 •17.Tad Aunaad Vdw 13,800 -ts.Pro"11 Cbu 210 _ '1L MOM Dkbkt NowMattituck/Cutchague IN.Tu Map Idendlu sYlbp Ww0%01 pf owe den bur.MBIA shad wMh addRbnd Mu MlerW) 1000-101.00-01.00-014.004 1000-101.00-01.00-014.006 rwT1FIr I COFM drd dl Meta Borns of IMomadon erdwM an this faro we bus and comm lb tlw bwwef my' Red bead)and I wderwand IMtIM wdwq M s�y,ddka bbe dab- abdd bd hwdn wiled ms let wimxldow.4111w mIUMLOWn b dw makbp and 1Mns of bla babrmrenw. �lon Sannino MmrW-nweahttr.Mer.IW dhyrut A=*.espPlen espergDn,pdWtltiapy wWcr uniPor-rba arwwl` he4asMMwrw go VM WftjM-rr wifet WMmom dor nnwe-� .Nei--r. Anthony a ino N.F. BUYER A1GNATIRP Sannino Anthony •raT.ow Pn,r w.et v 631 767-1751 ww.rabst ruwaaPewrrr.errw- n ony" , Member °'rc 7490 Alvahe Lane '9MTYLawe •aTeenwsrt Cutchogue NY 11935 'aMORTcM W.1c •LPWUC BAYER'S i1TTARNEY Wickham Abigail A. Mir raK FPTCT'MIA 631 298-8353 mom .rwcooa -crr„roxt nMwa rcrowwr 1 CC#: C18-25286 ..r V COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 06/13/2018 under Liber D00012966 and Page 278 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 06/13/2018 AN b 2018 D D -�,�N�►�� DD SUFFOLK COUNTY CLERK JUN 1 4 2018 JUDITH A.PASCALE BU.DING DE4 PT. TOWT'OF SOOLD SEAL 1111111 IIII 11111 IIIII IIIII IIIII IIII IIIII IIIII IIII IIII IIIIIIlIIIIII!lIIIIIIIIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 06/13/2018 Number of Pages: 5 At: 03:13:54 PM � Receipt Number 18-0108438 LIBER: D00012965 PAGE: 278 J District: Section: Block: Lot: 1000 101.00 01.00 014 .008 EXAMINED AND CHARGED AS FOLLOWS _ Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $25.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15 .00 NO TP-584 $0 .00 NO Notation $0 .00 NO Cert.Copies $12 .50 NO RPT $200 .00 NO Fees Paid $277 .50 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE - County Clerk, Suffolk County 1 2 � P,ECOPDED 2013 Jun 13 0,.:13:54 PM JUDITH A. PASCALE Number of pages CLERK OF SUFFOU, COUNTY This document will be public L L"P 278 ~c record.Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. ! (� or EA-5217(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX R.P.T.S.A. Dual Town Dual County Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit • �+ Mansion Tax 1 ' ' ! a The property covered by this mortgage is 1'g, r�tlfi06 or will be improved by a one or two NYS Surcharge 15. 00family dwelling only. Sub Total YES or NO Other l p �•� •--�1 Grand Total , �JCJ � If N0, see appropriate tax clause on page# of this instrument. !vl I g 4 Dist.1662 3653567 1000 10100 0100 014008 5 Community Preservation Fund Real Property PTS (IIII�III�IIIII�111lIIIIIII�IIIII�InIIIII Consideration Amount $ Tax Service R DHO A IN Agency 13-JUN-18 CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD Wickham, Bressler& Geasa, P.C. P.O.Box 1424 TD Mattituck,New York 11952 TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration of Covenants and Restrictions made by: (SPECIFY TYPE OF INSTRUMENT) Agriturismo Sannino, LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold ' In the VILLAGE or HAMLET of Cutchogue BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over �l DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this 13`h day of June, 2018,by Agriturismo Sannino LLC, a New York limited liability company,presently having an address of 7490 Alvahs Lane, Cutchogue, J New York 11935,hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS,the Declarant is the owner of certain real property situate on 7495 Alvahs Lane, Cutchogue,New York 11935,Town of Southold, County of Suffolk, State of New York, more particularly bounded and described in Schedule"A" annexed hereto (hereinafter referred to as the Property); and WHEREAS,the Declarant has made an application to the Zoning Board of Appeals ("ZBA") of the Town of Southold for a variance for construction of a winery on less than ten (10)acres; and WHEREAS, as a condition of granting said variance, the ZBA has required that this Declaration be recorded in the Suffolk County Clerk's Office; and NOW,THEREFORE,THIS DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known, admit,publish, covenant and agree that the Property herein described shall hereafter be subject to the covenants and restrictions as herein cited, to wit: 1. An area of 75,000 square feet of the residential use area within the Property shall be kept in agricultural production for so long as the Property contains a winery use. T 2. In order to extinguish this restriction,the Declarant shall apply to the ZBA and demonstrate abandonment of the winery use. 3. Agricultural production shall inchide all agricultural production uses permitted by the Southold Town Zoning Code. 4. The within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled,waived, changed,modified,terminated,revoked, or amended by subsequent owners of the premises unless and until approved by the ZBA on proof of abandonment of the winery use. 5. If any section, subsection,paragraph, clause,phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid,or unconstitutional. 6. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT: RIT ANNINO LLC By: y o, Member STATE OF NEW YORK) )ss.. COUNTY OF SUFFOLK) On this .) day of June, in the year 2018, before me personally appeared Anthony Sannino, known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public Cheryl Simons Notary Public,State Of NewYat No.31-4970341 Qualified In Suffolk County Commission Expires February 4,20 1 1� 'SCHEDULE "A" (( DESCRIPTION OF PROPERTY ALL that certain plot,piece or parcel of land, situate, lying and being in the Town of Southold at Cutchogue, County of Suffolk and State of New York, being Lots No. 1 and 3 as shown on"Map of Minor Subdivision Prepared by for Giora Hanogh &Harold Watts",filed in the Office of the Clerk of the County of Suffolk on February 1, 1991 as Map No 9059, being more particularly bounded and described as follows: BEGINNING at a monument set on the Westerly line of Alvah's Lane at the southeasterly corner of land now or formerly of Keil Alvah's Lane Farm LLC and being 699.67 feet southerly from the northeasterly corner of land now or formerly of Catalano; RUNNING THENCE along said line of Alvah's Lane, South 33 degrees 27 minutes 50 seconds East 50.00 feet to land now or formerly of Frances Slezak and Alf Sommerstad; THENCE along said land South 56 degrees 32 minutes 10 seconds West 468.79 feet; THENCE continuing along said land and along land now or formerly of Tuthill South 33 degrees 03 minutes 20 seconds East 1144.09 feet to land now or formerly of Piscano; RUNNING THENCE along said land the following two (2) courses and distances: 1. South 33 degrees 24 minutes 10 seconds East 98.93 feet; thence 2. South 26 degrees 55 minutes 00 seconds East 88.07 feet to the northerly line of Middle Road (C.R. 48); RUNNING THENCE along Middle Road (C.R. 48) South 61 degrees 19 minutes 20 seconds West 195.81 feet to land now or formerly of the First Baptist Church of Cutchogue Long Island; RUNNING THENCE along said land the following two (2) courses'and distances: 1. North 28 degrees 40 minutes 40 seconds West 200 feet; thence 2. North 33 degrees 32 minutes 20 seconds West 638.47 feet to the southerly side of Lot 1 on said Map; RUNNING THENCE South 56 degrees 56 minutes 40 seconds West 194.25 feet to land now or formerly of WW Farms LLC; THENCE along said land the following two courses and distances: 1.North 34 degrees 15 minutes 30 seconds West, 127.47 feet; thence 2.North 31 degrees 25 minutes 20 seconds West, 397.77 feet to land now or formerly of Keil Alvah's Lane Farm LLC; THENCE along said land North 56 degrees 32 minutes 10 seconds East 848.21 feet to the Westerly line of Alvah's Lane the point or place of BEGINNING. a OFFICE LOCATION: MAILING ADDRESS: • Town Hall Annex �1�F SOUIy P.O. Box 1179 54375 State Route 25 ��� QUO Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY � J�t Telephone: 631 768-1838 u, y� www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 8, 2017 Mr. Anthony Sannino 7490 Alvahs Lane Cutchogue, NY 11935 Re: Site Plan Approval (Final): Sannino Winery Located at 7495 Alvahs Lane, 1490' s/w/o Alvahs Lane and CR 48, Cutchogue SCTM#1000-101-1-14.4 & 14.6 Zoning District: AC Dear Mr. Sannino: The following resolutions were adopted at a meeting of the Southold Town Planning Board on November 6, 2017: WHEREAS, this Site Plan is for the proposed construction of a 2-story building with a 2,852 sq. ft. first floor for wine production, wine retail area, and a wine education room, a 438 sq. ft. second floor for an office, and a 3,600 sq. ft. basement with thirty nine (39) parking stalls on two adjacent parcels (to be merged pursuant to ZBA File 6882) totaling 8.94 acres in the A-C Zoning District, Cutchogue; and WHEREAS, on June 5, 2017, the Planning Board granted Conditional Approval to this Site Plan application; and WHEREAS, on June 22, 2017, Anthony Sannino, owner, submitted a request to modify the language of certain conditions approved by the Planning Board; and WHEREAS, the Planning Board, its staff and the Southold Town Attorney coordinated with Mr. Sannino and his counsel to provide a comprehensive list of conditions to be filed as Covenants & Restrictions with the Office of the Suffolk County Clerk; and WHEREAS, on October 19, 2017, the Suffolk County Department of Health Services (SCDHS) granted approval C10-16-0012 for "Mixed Use as per plan" @ 3,130.28gpd Total Flow— 2,850.28gpd Sanitary Flow + 280gpd Process Water Flow; and Sannino Winery 2 November 8, 2017 WHEREAS, on October 31, 2017, Anthony Sannino, owner, submitted proof of filed Covenants & Restrictions with the Office of the Suffolk County Clerk to the Planning Board; and WHEREAS, on November 3, 2017, Anthony Sannino, owner, submitted five (5) copies of the revised site plan, storm water/ sanitary plan and supporting plans; and WHEREAS, at their Work Session on November 6, 2017, the Planning Board reviewed the revised plans and compared them with their conditional approval from June, 2017; and WHEREAS, on November 6, 2017, the Southold Town Planning Board reviewed the revised plans and determined that they meet the Board's conditions, and that all applicable requirements of the site plan regulations in Southold Town Code, Article XXIV, §280 Site Plan Approval, have been met under the conditions listed below; therefore be it RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "Sannino Vineyard" prepared by Robert J. Gruber, dated June 22, 2016, and last revised October 5, 2017, and authorizes the Chairman to endorse the site plan. Conditions: 1. A Suffolk County DPW Curb Cut Permit must be obtained and executed prior to the issuance of a Certificate of Occupancy from the Building Department; 2. The maximum number of patrons and/or visitors on the winery site is limited to 235 people at any given time. This limitation does not include employees of the winery, the related farming operation ("Farm"), or the Bed & Breakfast ("B&B") located on the subject property. The limitation also does not include guests of the B&B that are not present at the winery site. 3. The vehicles used by visitors and patrons to the winery may only be parked in approved areas as depicted on the approved Site Plan, The maximum number of such vehicles permitted on site for winery operations, is 39. This limitation does not include the vehicles of employees of the winery, the Farm or the employees or guests of the B&B that are not parked in the area designated for winery parking on the approved Site Plan., There is no additional parking permitted on site or on adjacent properties for visitors or patrons of the winery operation. The winery operator, its agents, or employees shall not direct people to park on public streets, including CR48; Sannino Winery 3 November 8, 2017 4. Limousines and Buses must park in the oversize spaces on the west side of the winery, and are permitted in the following numbers and combinations: a. Maximum number of limousines at any one time is five (5); b. When 4 or 5 limousines are on site, no buses are permitted; c. Maximum number of buses at any one time is two (2); d. One limousine is permitted when two buses are on site; e. Up to three limousines are permitted with one bus on site. 5. All vehicles must remain on site at all times while their patrons are on site. No drop-off permitted except for ride sharing, public transit or taxi; 6. Parking in designated parking areas only, as shown on the approved Site Plan; 7. The 17 gravel parking stalls facing the building are to be the primary parking stalls; 8. A traffic routing plan is required to be distributed to all driver/livery companies ahead of time and shall be provided/displayed for all potential patrons on the company website; 9. There shall be no more than 12 Special Events, as defined by the Southold Town Code, at the winery in a calendar year, subject to the following conditions: a. Nothing contained herein shall waive the requirement that the Declarant make an application for a Special Event Permit as required by the Southold Town Code; b. The covenants and restrictions set forth in paragraphs "1" through "6" shall not apply to Special Events at the winery for which Declarant has applied for and received a Special Event Permit as required by the Southold Town Code; c. Notwithstanding the foregoing, nothing contained herein shall restrict a body, board or official responsible for reviewing and/or approving special event permits from recommending and/or requiring that any reasonable conditions be placed on the approval of a special events permit that an aforementioned body, board or official deems appropriate based on the Sannino Winery 4 November 8, 2017 submitted application and the criteria for reviewing Special Event Applications set forth in the Southold Town Code. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 2. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 3. Any changes from the Approved Site Plan shall require Planning Board approval. 4. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a Final Site Inspection Approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Office of the Town Engineer By signing this letter, the applicant acknowledges that there are conditions above that must be satisfied. nthony Sannino, Owner OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 6OF $Q(�ry P.O. Box 1179 54375 State Route 25 ��� Ol0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631765-1938 www.southoldtownny.gov INT`1,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 8, 2017 Mr. Anthony Sannino 7490 Alvahs Lane Cutchogue, NY 11935 Re: Proposed Amendment to the Subdivision Map of Hanoch and Watts Located at 15975 CR 48, t 515's/w/o County Road 48 &Alvah's Lane, Cutchogue SCTM#1000-101-1-14.6 Zoning District: A-C Dear Mr. Sannino: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, November 6, 2017: WHEREAS, this proposal is to relocate the building envelope on Lot 3 of the Approved Subdivision Map of Hanoch and Watts (filed map number 9059, February 1, 1991) from 1 00' to 140' from the s/e property line for the Sannino Winery; and WHEREAS, on August 25, 2015, Anthony Sannino, owner, submitted a Site Plan application to the Planning Board for review; and WHEREAS, this Site Plan is for the proposed construction of a 2-story building with a 2,852 sq. ft. first floor for wine production, wine retail area, and a wine education room, a 438 sq. ft. second floor for an office, and a 3,600 sq. ft. basement with thirty nine (39) parking stalls on two adjacent parcels (to be merged pursuant to ZBA File 6882) totaling 8.94 acres in the A-C Zoning District, Cutchogue; and WHEREAS, the two subject lots were created by the Planning Board in the 3-lot subdivision map of Giora Hanoch and Harold Watts, filed map number 9059, February 1, 1991. The subdivision created a 110' x 1 10' building envelope for Lot 14.6 (aka Lot #3) setback 1 00' feet from County Route 48 and a common driveway with the adjacent lot to the west (aka Lot#2). The building envelopes and common driveway were created for a presumed future residential use, however the uses for the two lots are now a Southold Town Planning Board Page 2 November 8, 2017 church and this proposed winery Site Plan. Neither the building envelopes nor the common driveway are practical for the proposed winery and existing church; and WHEREAS, the Planning Board has considered the original purpose of the common driveway and the building envelopes, as well as the new locations of the existing and proposed structures and found that any impacts are being addressed in this site plan process. The proposed winery building is located further back for the benefit of scenic quality, to provide a greater setback from County Route 48, a greater setback from existing homes on County Route 48 and adjacent residential parcels; and WHEREAS, the Southold Town Planning Board considered the relocation of the building envelope and the removal of the requirement for a common driveway and determined that no impacts to the site or the surrounding properties will result; be it therefore RESOLVED, that the Southold Town Planning Board hereby approves the new location of the building envelope on SCTM#1000-101-1-14.4 (Lot 3 of the approved Subdivision Map of Hanoch and Watts), as well as the requirement for a common driveway as described above. This approval is for the relocation of the building envelope only. If you have any questions regarding the above, please contact this office. Very truly yours, (..qac Donald J. Wilcenski Chairman COUNTY OF SUFFOLK DD DEC 2 1 2016 STEVEN BELLONE BURDING DEPT. SUFFOLK COUNTY EXECUTIVE TOWN OF SOMOLD DEPARTMENT OF PUBLIC WORKS DARNELL TYSON,P.E. GILBERT ANDERSON,P.E. THOMAS G.VAUGHN DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER Date: 11/30/16 Town of Southold 54375 NY 25 Southold,NY 11935 To Whom It May Concern: This is our "subsequent response" to our review of revised plans that an applicant known as Anthony Sannino has submitted to us in response to a previously "Disapproved" or "Approval Withheld" 239f submittal. The original 239f was submitted by your Department to us on 11/4/16 of which we responded to you and the applicant on 11/14/16. CR#48 Project Name: Sannino Vineyard Applicant Name: Anthony Sannino Project Location: Cutchogue SCTM# 1000-101-1-14.4 ® APPROVED ❑ DISAPPROVED ❑ APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: A permit from this Department will be required pursuant to Section 136 of the Highway Law for the proposed access and any improvements this Department deems necessary along the C right f-way. By: William Hillman,P. E. Chief Engineer This response supercedes any previous comments on this application. SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)852-4150 qb TOWN/VILLAGE OF NOV 0 7 2016 ADDRESS y 3! �? BUILDING DEPARTMENT76 1 ..kms... _ RD SUFFOLK COUNTY DEPT.OF PUBLIC WORK COMMISSIONER 335 YAPHANK AVENUE YAPHANK,NY 11980 Nov -9 2016 Dear Sir: In accordance with Section 239f of the General Munici a a Uc P ted La sof the State of New York,this is to notify the Commissioner of Public Works of the County of Suffolk t iat Name&Address of Applicant *J;s,,,�y C „3�-;y N qO ti(JA k IS -OL e- �, has applied to the Town/Village of uTeko for the issuance of a permit in reference to property located on the: SS E W side ';.We Q.� �[tf�> C.R. YEj Distance y41 N S E Village (� -�cy � Town As shown on the attached survey or site plan(3 copies needed),dated (p We shall withhold further action on this application for ten (10) business days for the aforementioned Section 239f. Very Truly Yours Building Inspe o , Building Permits Only Date: APPROVED/DISAPPROVED/APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal Law subject to the stated conditions: SUFFOLK COUNTY DEPT.OF PUBLIC WORKS CHARLES J.BARTHA,P.E.,COMMISSIONER By. RICHARD J.LAVALLE,P.E. CHIEF ENGINEER All COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC.WORKS DARNELL TYSON,P.E. GILBERT ANDERSON,P.E. ERIC M.HOFMEISTER DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER Date: 4/17/18 Town of Southold 54375 NY 25 Southold,NY 11935 To Whom It May Concern: This is our "subsequent response" to our review of revised plans that an applicant known as Anthony Sannino has submitted to us in response to a previously "Disapproved" or "Approval Withheld" 239f submittal. The original 239f was submitted by your Department to us on 11/4/16 of which we responded to you and the applicant on 11/14/16. CR#48 Project Name: Sannino Vineyard (�r r, Applicant Name: Anthony Sannino D Project Location: Cutchogue SCTM# 1000-101-1-14.4 SAY ?018 ® APPROVED BUILDING.)'��• ❑ DISAPPROVED TOWN OF SOU,I'uOI,D ❑ APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: A permit from this Department will be required pursuant to Section 136 of the Highway Law for the proposed access and any improvements this Department deems necessary along the County right-of-way. By:_4 �/ ,� P"- William Hillman, P. E. Chief Engineer This response supercedes any previous comments on this application. 00-10--SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ (631)852-4081 FAX(631)8524079 TOWN/VILLAGE OF ADDRESS Sq3?S BtJI k I 3 DATE: i APR 1 7 2018 SUFFOLK COUNTY DEPT.O PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK,NY 11980 -- Dear Sir: In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of New York,this is to notify the Com inissioner of Public Works of the County of Suffolk that ,NehaName&Address of Applicant �„�a�, --- +.v,.��,� ��90 Au, 5 ),^,e— has s applied to the Town/Village of _�©civ for the issuance of a permit in reference to property located on the: \ !, S E W side '-AA �p-�— 14 C.R. -/Distance �j�. < , N S E(w�4 /,9A {r S �•�� Village Town ��C� D CA As shown on the attached survey or site plan(3 copies needed),datedT We shall withhold further action on this application for ten (10) business days for the aforementioned Section 239f. JG i 1�- /moo ~'!01 — _f�• Very Truly Yours, 4 e> &ee�r — %. _ Building Inspecto Building Permits Only Date: b Z R VV /DISAPPROVED/APPROVAL WITHHELD to the Town/Village pursuant to the General Munici aw ubject to the stated conditions: SUFFOLK COUNTY DEPT.OF PUBLIC WORKS CHARLES J.BARTHA,P.E.,COMMISSIONER By: RICHARD J.LAVALLE,P.E. CHIEF ENGINEER S .S SUFFO�� Town Hall Annex C�G� Telephone(631)765-1402 54375 Main Road .+G Fax(631) 765-9502 P. O. Box 1179 ----- -- — • O!� OUUL[tuld, NY 1 191 1=0959 - BUILDING7WARTMENT ---- NOTICE OF UTILIZATION OF TRUSS TYPE,CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANb/DR TIMBER CONSTRUCTION Date: ��!gj Owner: . Location of Properly: /�- + ,C' C,'b' Please to otice that they ec# Ip p4 ab.le:ht�e): New commercIO'6r~'eiV &tructure Addition to trommal:or residential structure r. Rehabilitatibn-. `. 'eAstinb- mercial or residontiAi structure to bo conslrut ,br performed'at the subleid property reference above will'utitize (check applic i'he),, Trues type_fornstruction (TT) Pre-engin6woq,wood construction (PW) Timber constrLk6on'( ) ' in the following location(s) (check apbliciible:line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature. Name (person submitting this form): Capacity(check applicable line): Owner L--"' Owner representative TnassReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 11217 The construction type STROKE designation :shall be 6617y 7 gI771 911"�� 'lIV"or &6VII to indicate the construction classification of the structure under DESIGNATION FOR S'T'RUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ "F 77 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS 66R77 ROOF FRAMING 61FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES SO�jyo to Town Hall Annex Telephone(631)765-1802 54375 Main Road ye FFi�xx(631)76 P.O.Box 1179 qi roger.richertf ff6-yRl s O .nv.us Southold,NY 11971-0959 Q�//yy,� 'v . BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: I` 14 Date: _ Company Name: .vvM — N� Name: !T14 - - - License No.: -34091 - Gr Address: 13 0 �t;itll�lEY, D -I- (o Phone No.: Ca ► - (A S'- 4 JOBSITE INFORMATION: (*Indicates required information) *Name: <A�ti� A.10V t e tf:l va *Address: *Cross Street: *Phone No.: 31 _ Permit No.: g4q,8-7 Tax Map District: 1000 Section: )01 Block:�_ Lot: y. *BRIEF DESCRIPTION OF WORK (Please Print Clearly) L/00 Atilt (1. G S e2u,c.c' (Please Circle All That Apply) *Is job ready for inspection: YES /0 Rough In Final *Do you need a Temp Certificate: (91 NO Temp Informatio nee *Service Si 1 Phase 100 150 200 300 350 400 Other *New Service: n ergroun Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 0.b()vM eas �� Camel -------------------------------------------- �► BUILDING DEPARTMENT-Electrical Inspector �e TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 411 Telephone(631)765-1802-FAX(631)765-9502 Temporary Certificate # `763 Date M4419e 7--7 2018 Customer Name r¢4N(,4/,o /!,� qka) Electrician Name1071-(6l 4' WIT Address /5—?7:5' C lec/Tc�a Phone 6-31- (off= q Z e-mail e-mail Phone License# Q (— P41L . Size db A Phase Overhead Underground #of Meters Remarks ,( c'��}�cr2l t� t'41 d14C- #of Underground Laterals 1 2 New "H" Frame or PoleH P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for90 ys from the date above. Authorized by � `�4 � Fpl'�c BUILDING DEPARTMENT- Electrical Inspector �4 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.riche rtft-town.sou thold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ,,,9 Date: Company Name: Name: License No.: email: e Address: Phone No.: (- l JOB SITE INFORMATION: (AI( Information Required) LLC Name: t ��Y�l Y(1a LLC Address: a� 8 Cross Street: Phone No.: • Bldg.Permit email: Tax Map District: 1000 Section: _10 I Block: 1 Lot: I q.8 BRIEF DESCRIPTION OF WORK (Please Print Clearly) LO np-ru— Circle All That Apply: Is job ready for inspection?: (ONO Rough In Final Do you need a Temp Certificate?: YES / O Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 00 82-Request for Inspection FormAs i �fF�1Xc BUILDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD all Annex - 54375 Main Road - PO Box 1179 New York 11971-0959 Southold, Telephone (631) 765-1802 - FAX (631) 765-9502 201 roger.richert@town.southold.ny.us APLICATI. t - ELECTRICAL INSPECTION Date.catP air FREQUESTED BY: ,� -' any Name: ,vo, Name: - License No.: email: �,,, Address: p 5 v Phone No.: JOB SITE INFORMATION: (Alt Information Required) cr C Q 6-9c 7C Name: d (P5 Address: Cross Street: �A Phone No.: I- (.19- 1 �S" Bfdg.Permit M �} $ 0 email,, Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle Al[ That Apply.' final Is job ready for-Inspection?: ES / NO Rough In Do you need a Temp Certificate?: YES I NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters. Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form.xls 82-R 400 �{C `2,Y oU �� I �l l � I r _ ill V-� c% W/�r`� l 1 ,- Nunemaker, Amanda From: Fuentes, Kim Sent: Friday, June 15, 2018 1:43 PM To: Nunemaker, Amanda Cc: Weisman, Leslie Subject: FW: #6882 Sannino determination of Ju►y 21, 2016 - Building Dept. request Attachments: 6882.pdf Hi Amanda, This is to confirm that Condition No. 2 of the above subject determination has been met, and that we acknowledge that the two lots 14.4 and 14.6 have merged to create a parcel having 8.94 in total area. The newly created lot is now particularly known as 1000-101-1-14.8 as indicated in a Declaration recorded on June 13, 2018 and the Town's RPS system. Kim E. Fuentes Secretary to the Zoning Board of Appeals Town of Southold 54375 Main Road Southold, NY 11971 631-765-1809, Ex. 5011 E-mail:kimf@southoldtownnv aov From: Fuentes, Kim Sent: Friday, June 15, 2018 10:13 AM To: Weisman, Leslie Subject: #6882 Sannino - Building Dept. request Hi Leslie, Please see page 5, condition 2 of the attached. The building dept. wants confirmation from ZBA that the lots have merged (new lot no is 101-1-14.8). They know that the lots have merged, but want to rely on confirmation from us before they issue any permits. Let me know if you are in favor of me drafting a brief email to them. Kim E. Fuentes Secretary to the Zoning Board ofAppeals Town of Southold 54375 Main Road Southold,NY 11971 631-765-1809, Ex. 5011 E-mail:kimf@southoldtownn .gov i Nunemaker, Amanda Ke ep I n I� From: Lanza, Heather Sent: Friday,June 15, 2018 10:07 AM To: Nunemaker, Amanda Subject: RE: Sannino Winery Yes. From: Nunemaker,Amanda Sent: Friday,June 15, 2018 10:06 AM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject:Sannino Winery Hi Heather, For record keeping purposes, can you please confirm our meeting a few weeks ago regarding the minor window alterations/window removals and height differences on the building plans submitted to our department as opposed to the plans approved by the Planning Board. You had stated that these changes would not affect the Planning Board's decision. In addition,the building's occupancy had increased from when the plans were approved by your Board. However, as you mentioned,the Covenant and Restrictions indicate the total number of people that can be on site at one time which exceed the buildings new occupant load. Thank you for you time. Amanda 'Nunemaker Building Permit Examiner Southold Town Building Department Phone: 631-765-1802 1 3 S 3327'50" E AL VAN'S LANE 50.00' A, H AL VAN'S LANE r M11 1 4 201$ I I II i - - •— — _ _ _ I I 11� I QIP TOWN, OF I � 1 ' Iz 1 Q s j ijw I x w I �_✓ k1b w 1 ( 1.1-1 lip P � tu IX I + ° tu Iw I Q Q II 1 l) + w I II I IL KE`I' MAP wo I 1 Q _" NVQ_ I SCALE: N.T.S. I 11 LU (11 O Ua I I ro I I 1I I tu LLI I < I I � � � LUI SUBDIVISION MAF of EAST COAST PROPERTIES I > I SUr1-0LK GOUNT I Y FILE L� NO. X225 I i w I I I� i � � EXT'& JU I -K I � 2 I� I Q � 1\L - w o Z I I � X to I I I I I I 1 w flA L I I QI S 3303'20" E I(1 — — — — — — 5O -7^ v' s'To 6' PROPOSED I i1L — — — — —_. — -- '--- — '� — — //// HI6 FROMASITET) SYSTEM#2 (TO Be RELOCATED SANITARY 40 _ I EXT'& 'j IBJ, 45 1"1 EXV6 I WELL ILI — — — '- 'f'HIGH STOCKADE FENCE b'HI6H STOCKADE FENG� ex r-6 EDGE OF VINEYARD _ _ _ _ � 144.09' 1 6'H16H sTOGT'6 � P - - - - - - - - - - - - - - - -- - - - - - � — — , S 33"24'10 E 98.9 ryADEFENCE _ INEv'�) CEXT'G) EDGE OF VINEY/4RD T - Z - - - - - - - - - - - - - - _ 1. #� - - s 26"55'OC� E p STREET — — — — — — — — — - - - - - - - - -- -- 88.07' l� i I I LOT 14.4 ( D1=Vi=L I ______So LOT 14.6 ( DE�(�' — — — — ---�,— �..a�..,� - - TREES ry OPMENT RIGHTS — >_Ofi�M�NT RIGHTS INTACT) li w � F A I NT,�tGT) So-—i-— GT) . '�' 6RASG PARKING AREA /� I �c.7 _ _ r (1j V I I z ,y ryp ��' 1 5.2081 A;"RES/ 22C 864.0 S.F. I 3.-1348 AcC i~ S/ 162 687.8�i 5. I C CARS P 48 I \.: • 1 ViF' ' savor - 0 '. \ r�rcrsnie• 4`' I 1.� ►'v3.vrw i ARIA k- 4 ^ rY p I e .RAVEL m+ a.,� a -- -- 0 ''ff �i ., \�` (/4K,4 I Q 1 ,e rAREA :w"w .avo■ MFS o ,� y d r<J-J < I O �U�(/��.Z ' O\` p LOT 1) 1 �5: 1 1I I ��_ � 20' MI s` � ; � w- DT i &RAVEL HOT Box eon j w �4 Q.�Q'U 4 0 - ------- ----- v R n PROPOSED LEGTRIGAL 9ERVIG HOLE V ^V U7 `C V _ -�------------ .GYIA.ME1E AULT ' 182' « m � W "�v A, ► m z L _r ' "� Na 74• - .RCM�LD'1-1/]'DIA.WATER 3GRVIG! WIM -TW , \ 4 0 �` ..� f�4 a w I< !� `t I n 'Awl Ill- 1errlJapP � r.n, I 18s• �A ik P I V X I jII OJ PROPOSED A 1 ru 45'p984 SS.FE.D ,i//ii�rr%%ri/it6 ' ,,�.�• `o- i•l� I ® I0 aI MIN.91-61 ell X SANITARY wnI3..SYSTEM N3 METER VLLT W (AKA PATIO XAND HOT < R69Z S.P. S � hILPAD APEDLU LOT 3)/IN \ ARD TO � A, 0 EXISTING 45— 1 LANVnrAPe u ry 0 Aft':A IV ANIAARPOa Op — PROPO•?+ED 2" 1 � \61ASSSYSTEM #I M � _ R_—__ _—x173.81' DIA. WATER SERVICE 45J mARKIN6 Q4 � L � — — \ ,�„� � � -- is',xso, ¢RAVEL PROP'D 2"DIA.WATER SERVICE \ 4 BUS ARKIN6 ! Qr� � Iw -- N — v.ml—vane—v.m—vnm—wm_,,,,m_wm—wm—wm_v�m—v.m—v — — — — �- — — � A A 1 I X O v.m vim_=vem�_\m_v.m—wm_vem—wm_vem—wm_v.m—wm—v.m—vnm—wn"—wm—wm—wm—wm_wm_v.m—v.m—wm— — — — — — (PROPZ ED6E OF VINEYARD _ — — J \ �� P R 6 'x50'J r /M.« 39.0I,� C l T _ v"m_v,m_wm—wm—v.m—vm—wm_wm—wru_ \ .l L________J 1 • 32' v Q 1 1�) w I N 3332'20'\ — — -- — — — — -- — — — vwm vm ,Rm�v.m—v. v, -.---Vkm—vm— m__�m I 25' I _ w1-1 I I \ \ \ N &BAMSS *. iBACK o^II =I Q- q�Z AREAPL4NT D VINES w s3847' ,s' -40'4 SUJCT To LUVEANTS RE_STR..I_C—T.I_O.__ris_L_u _R�s280CAGRIGULTURAL PRODUCTION \� c0 TI�TAL ° ' �OODO�1I l0 3ONMENTw HIGH CEDAR TFEES PAGE ExT'G BARN . 624 4GR5��/ 155IVI./7 S.F. X 8'428C � R_S/ 38l (,TO RELOGlTED I SIGN ,55l.gcl S.F.J � 45 FROM SITE/ 40 EXT'&HAS NO `mo i I ax PLUMBING, UTILITY z A 4J POLE v SANITARY 34,E RESIDENTIAL USS: X 1148 ACRES/ S,000.G' S.F. N EXT16 0 OR WATER 1 _ _ _ `�'r�/` WELL U. w i DGE OF VINEY/4RD 1 O Q �zLL 1 I I� Z3w ham ao to wm� i °° I I o DEPARTMENTAL APPROVAL L ( 5.0.T.M. #: 1000-101-1-14.8 — — E— — EDGE — VINEYARD— — — — — — — — — — — (EXT'G) EDGE OF VINEY?.RD 1 ` — — _ - - - -- - - - - - col l„ , \ Suffolk County Department of Health Services \ ' N 31 25'20" yy _ _ _ — — — — Approval for Construction-Other Than Single Family 109* SITE DATAy'� "^Q'A =2 Design Flow 33�.as 3t�d9 I AREA BU SITE: 8.x428 ACRE(S) OR 38a,551.8a S.P. ERCT G N/O/1= Vy i LL I�4M yy i G K�-.},r�N� 397.75' N 3415'30" w127.47' preference No. ExT'G BUILDING AREA: 2,162.0 S.P. (IRRIGATION (VACANT) Uses) — 1 Q �(' '� I PROPOSED BUILDING AREA: 2,852.0 S.F. � ` +�_g _N� i't0� I TOTAL = 5p14.0 S.P. ' These plans have been reviewed for general con rmance with Suffolk SY, OF LOT OCCUPANCY 1.2879!; ONLY) County Department of Health Services standards, relating to water REI/. #6 SITE PLAN supply and sewage disposa!, Regardless of any omissions, ZONING OF SITE: AG ZONING inconsistencies or lack of detail, construction is required to be in REV. ##5 06-26-17 EXISTING USE: RESIDENCE 4 WINERY SCALE: 1 ' =50'—O" accordance with the attached permit conditions and applicable 1 REV. #4 0 ._2-1-17 PROPOSED USE: RESIDENCE 4 WINERY standards,unless specifically waived by the Department.This approvalS.C.T.M. #: 1000-101-1-14.8 expires 3 years from the approval da s extended or Wnewed. REV. #3 04-25-1-7 DATUM OF ELEVATIONS: NAVO 1x88 0 ZO - - - REV. #2 04-07-17 REV. #1 03-20-17 Approval Date Aevi,ewer I 1 SITE PLAN FOR D Akcy� 5ANNINO VINEYARD ) T�O� 154"M COUNTY ROAD 48 CUT01-106VE,NY I SCALE: AS NOTED APPROVED BY: DRAWN BY. J.TURNER ed Flan Approved v17c�-t r Ing � '� DATE: O2-IrJ'-11 REVISED 6Y : i.' (s) MUST Be Insp�ted By T .. . SU8'olk County Dept. Of Health Services. +-� Robert J. Gruber — Architect Call 852-57 , 48 Hours In Advance, t, � 457 JA 476 Expressway Drive So. Medford, N.Y. 11763 (6 1) 654-4949 To Schadulpec 3 Instion $ , I 11 DRAWING NUMBER: S.G.D.H.S REF# GIO-I6-0012 ( ) r� OF rel:'N - SAN 1 TARP SITE FLAN SAN-I of 2 4 � , JOBS # 15-OGI4 HIGH CEDAR TREES PROPOSED I DENSITY' (TO BE RELOCATED SANITARY FROM SITE) SYSTEM #2 �O GROUND WAITER MANAGEMENT ZONE: IV EXT'G AREA OF SITE = 8.1428 ACRE(S) OR 381,551.81 S.F. NEW EXT'G WELL VINEYARD AREA = - 3.5624 ACRE(S) OR 155,181.67 S.F. 4' HIGH STOCKADE FENCE RE - L 6 ' HIGH STOCKADE FENG� 6 BXT'G AREA 5.3804 ACRE(S) OR 234,370.22 S.F. 14 ` • O 9 ' 1 ,s 3 3 024 '1 0 " E ' HIGH S rOG K A b CALCULATIONS EXCLUDES VINEYARD ArREA x, Ilrl� 98. 9 sl ��o , �� FBNGB (� W) 5.3804 ACRES x 600 G.P.D. PER ACRE = 3,228.24 G.P.D. ALLOWABLE X 55 oo D % _- --- -- L' 88. 0 STREET SANITARY FLON (ONLY) ww - - - ------------------------- _ � TREES INE OF 12 BUFFER -T- -------------------- sx i I --------- i LINE OF 12' BUFFER I - /-� ' SANITARY FLOW CALCULATION (EXT'67 SYSTEM #I) 331.28 GPD x GRA5S PARKING AREA LINE pF 12 B I � Q I I 17 GARS �,EP-' "NO PARKING ��� UFPEt� _ _ f-- SANITARY FLOW CALCULATION (PROF'O SYSTEM #2) 1,050.50 GPD I LEACHING EP , I - 1>; y `t EP ANYTIME" GRA55 TOTAL SANITARY FLOW 1,381.78 GPD EDGE OF(.RAVEL � �I� 8' DIAx13' DP - NEN AREA J� � I I GRAVEL 4�A �' ® / II /'%F L 6REAS TRAP EDGE OP GRAVEL QLu < N AREA #2 PARKING 1 I`�LP ` I �� 8'DIA x 5' DP PARMNGDINI¶OASS AREA SANITARY FLON CALCULATION (EXT'& SYSTEM #I) AREA �. 1500 GAL GAP. - ux I INLET 44.0 .---.` 3�.q IE `�� it IE EDGE O ORAVEL ASPHALT 2 O' MIN! 40.1: 3q a HANDICAP �D A b^ A PAVED � G R�t V E L PROP'D RPZ 1 � RESIDENCE AREA O GPD SF TOTAL AVG. lcboO } I - " GAL/DAY ® PARKING SI j� 1L x N W -- - -- / - --N� - _ __ __PER STALL AREA HOT BOX � � � 50SEATS -GPD/5EAT I SANITARY ONLY ` ® - 300.0 5EP IG TA 17 - c'\ EPTIG TANK OPO 5 E D ELECTRICAL E G T R I G A L 5 E R V I G _ _ _ _ _ _ (EXT'G) HOUSE O I - - - ' =I 8' DI 4' P O `�� I ' DIA 6' DP IE `�' _. ' - - - - - - - - - - - - - - - - - 11__I 1,200 GA G P. � 3, 00 G L GAP 40. I I ' ® � O Imo.':. - - - - - - - - ( ) BARN x82.0 S.F - .04 3,4.28 GPD ;� �-- �� �' lE / - PR TEST ® S.G.W.A. METER EXT'G O MIN. -� - a IE IE `� Q I x 31.4 O.O 40.1, W-I 451 ii I I .f I HOLE z VAULT � ` 331.28 GPD I--x -x -x► 8 r - W TER 82 SANITARY FLON CALCULATION PRO ''D SYSTEM #2 LEACHING x � x x el' H.T. H,T WATER WA ER WATER WATER WATER WATER WATER ( ) POOLS . _. ^! _ .- IE EL 45.0 IE 8' DIA x 12' DP 1E �a �` ` 40.6 IE 72 IE ;. PROPOSED 1-1/2" DIA. WATEF*l SERVICE z 315 ,�0 ® _� ® z ______= NEW 41.0 41.4 EL 43.0 WAT 5 PROP05ED 'W- '' a " Q ® WINERY AREA NO. GPD 5F TOTAL AVG. _ H r 41.0 �OA� Q, F SEATS GPD SEAT GAL/DAY MIN. N RAIL 15T FLR. - INERY NANYTIMENG 165' P�� 20 �-- �� L 0 / `��' MIN. j 1 !� I 4 / EL 45.0 2ND FLRpf�1/�8 S.F. SIGN PER MAX. � OFFICE (2ND FLOOR) 438.0 S.F. - .O6 5AN1 26 28 NLY PROPOSED 89 4 32' 3:60�,� �/ ` MENT a STRIPED AREA �� 4 1 K �I RETAIL AREA I,106.0 S.F. - 03 33.18 SANITARY ''IEW '�T�/� ��/�� o eke �P` O MIN. 5 -6 BET1/`IEEI� WINE EDU6ATION AREA 400.0 S.F. 20 5 IDO.00 'F' i -v METER VAULT WINE EP , _ /50% , 6 ASE TRAP �// �� � � • � o O � PRODUCTION AREA 685.0 S.F. - .04 2'1.04 Q I � 8' I A x 5' DP j�j� 45.0 SYSTEM #3 �/ I 1I%rrAL GAP. PATiO ��// 'A AND HOT BOX G R U 5 H %% �? e e I °� X TASTING AREA (SEATED 4 STANDING) 661.0 S.F. 44 10 440.00 PAD S32 5'F' %%%���/� e L NDSCAPED �\�i�P n X Ll WAREHOUSE (BASEMENT) 3,600.0 S.F. - 04 144.00 384 S.F. ��j ���A 0*9 eke � ISLAND � ,L SEASONAL OUTDOOR SEATING (832.0 5.F.) 516 5 280.00 Q Z ���� • �Ci¢ 7 1 OL - ' ///J 0' AND 5 G A P I ��P��O' ,-- Z 6,8x0.0 S.F. G.F.A. 1050.50 GPD � � PROPOSED x L AREA � �� �'�' '� � KI TGHEN GRAY LOAD ' # \ p lSTING AREA " / L FLON CALCULATION (SYSTEM 2) I ----- --- '- TOTAL AVG. 6 6 I.O 5F /,--��;,' 1 73. �� I WINERY REA O. G D 5 � 1 S �;.Y. I � L- P F GAL/DAY Q \ 1 ---- PROP 'D BUS PI ARKING - ` 50. FT. SEATS 6PD/5EAT SANITARY O AREA NLY#I ' X50' I TASTINAREA (SEATED) ' 661.0 S.F. 44 51NLT44.5 Q CR4VEL 220.00 G WINE EDUCATION AREA 400.0 S.F. 20 2.5 50.00 BUS AR DIA, kNIATER SERVICE SEASONAL OUTDOOR SEATIN832.0 S.F. 56 2.5ING 140.001 - 151 IN T 39.0 O 410.00 GPD 1 X S O' I ED6C OP bRAVEL D (PROP'D) EDGE OF V I NEl'ARD L�0__-1 ___ _-J I i __ P`� �� \ SEPTIC 1,460.50 GPD _ ' � r�-I I TANK PARKING- 1 x v - \ 1,460.50 GPD X 2 DAYS = 2,x21.0 GPD REQ'D WATER WATER WATER WATER WATER WATER WATER WATER WA�ER 1 (5) 1'X2a' I � � 25� WATER �-- WATER WATE�A¢--�g WA RL L WATER WAITER WATER W TER WATER I USE I0' DIA. x V LIQUID DEPTH ------- SETBACK 3,000 GAL GAP. SEPTIC TANK AREA � � � LEACHING POOLS 638- 475 Q o � - � � � ,a� I� D < = 2 a '\ 1,460.50 GPD = 1.5 G/SF = � W 3.6� 5F ALL AREA REQ'D N �V 4 -1� SETBACK x73.67 SF 5.0 SF/VF = 38.1 'D 5 REQ 0 w SE 3 _ ' I qr ;2 ( ) POO L(5) 6 8 DIA. X 13 DEEP EA. 311 VFP PROP D \ 3' TO 8 ' I P ROPOSED 00 .9 E TRAP HIGH G E D A R TREES MONUMENT . 00 'r SUFFOLK @OUN'TY DEPARTMENT OF HEALTH SERV E ' DIA. x 5' LIQUID DEPTH (TO B E .RELOCATED S 16 N APPROVED � 1,500 GAL GAP. GREASE TRAP Q� 45 FROM SITE) 4 O EXT'G DI-Sb REFCRENCE NUMBER: rho)=f QQ/ �- UTILITY �- X SEE DIRAWtNG#.LOF .FOR SPECIAL CONIE S WATER CALL. (PROPOSED SYSTEM #3) HEAVY DUTY AND LOCKING POLE - ,v REVIEWER'S INITIALS. AREA N0. GPD/VAT TOTAL AVG. CAST IRON COVER TO GRADE I 50. FT. VATS SANITARY ONLY r (PROPOSED) WITIERY (EQUIP. WASH DOWN) - 14 20 280.0 I.E, cVm f 8"MIN. } I 40,0 24•to N 2+"ID TRAFFIC BEARING ,.. :.. .': AREA TO BE ASPHALT PAVED � SYSTEM i5 DESIGN FOR 600 GPD 280.0 GPD EXT'& 20 MIN. 20 MIN. �/�� '"LET J_ �' � NOTE. SEPTIC TANK / l�lL 1/4 T. �+• e, 'OUTLET FLOW LINE SYSTEM #3 600.0 GPD X 2 DAYS = 1,200.0 GPD REQ'D E DIA. SDR OR L m S ITE PLAN O LP IS OVERSIZED AS PER APPLICANT USE 8' DIA. x 4' LIQUID DEPTH EQUIVALENT PITCH MIN. ;o a ,- I.E. 1/4" PER FOOT r o o e• 39.5 o E DROP •rJ .` SCALE: 1' =20'-0�� '� 1,200 GAL GAP. SEPTIC TANK HEAVY DUTY AND LOCKING j I E.L LEACHING POOLS E.L = I < CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE HEAVY DUTY AND LOCKING 4" DIA. SDR OR 43.0 43.0 EQUIVALENT GRADE EL. 38.0' 600 GPD _ 1.5 6/51' = 400.0 5F WALL AREA REQ'D PITCH MIN. 400.0 SF - 25.0 SF/VF = 16.0 VF REO'D 1/8" PER FOOT a a w DARK ' 4" 8'-6• 9'-b• 4• 4'DIA. SDR35 ❑R m M Z BROWN 4 DIA. SDR35 ❑R �, o = o = LOAM USE (2) LEACHING POOL(5) ® 8 DIA. X 12 DEEP EA. = 24 VFP PROV D EQUIVALENT C4 N EQUIVALENT N ri OL PITCH MIN, PITCH MIN. 0 1/8' PER FOOT 0 1/8' PER FOOT • EL.37.5 GREASE TRAP' MIN MIN BROWN USE 8' DIA. x 5' LIQUID DEPTH SILT SEPTIC TANK DETAIL SYSTEM #2 I.E. 39.90 ML (,500 GAL GAP. GREA5E TRAP SYSTEM #3 LE. 39.40 - Aa/�Z' ir (8' DIA. X 4' LIQUID DEPTH) I TEL.34.0- I j ' i/6"/Fr - I (1,200 GALLON CAPACITY) (SYSTEM #3) CAS ON COHEAVY DUTY AVER q GRADE 1/8'/FT. II '- _ ALE P SITE DATA _ BROWN E III HEAVY DUTY AND LOCKING " I FINE TO 3'-0" CAST IRON COVER TO GRADE 3-o COARSE =1 N MIN. I= X X w _I N MIN. I= SAND AREA OF SITE: 8.83 ACRE(S) OR 38x,553.41 S.F. `'' SW EXT'G BUILDING AREA: 2,162.0 S.F. � N� o"mils w EL. 21.0 PROP05ED BUILDING AREA: 2,852.0 S.F. 1 II wFlIl P4 III 1 SYSTEM #2 IE=41.2 X r I.E. = rTR,FFlC BEARING jn X ,,, 24'ID N U 24•ID J_ ' _ w SYSTEM #3 EL=40.6 nil m SYSTEM #2 IE=40.7 40.6 • . 20 MIN. 20 MIN. > TOTAL = 5,014.0 S.F. I- N SYSTEM #3 EL=401 ,NEST ''' j' _ I �- I- , +. L- GULur EL. 5.0 % OF LOT OCCUPANCY 1.28'?% w 4' DIA, SDR OR g' 8' MIN. TRAFFIC BEARING 1/4/FT. 8• w HIGHEST EXPECTED GRouNDwArr R I NOTE., INLET &TO BE MIN. EQUIVALENT 2D 4" DIA. SDR OR FLAW LINE +, N - W I O�Ui�LET TO BE MIN. COMMENTS: ZONING OF SITE: AG ZONING '�' = 2400 CLASS PIPE PITCH MIN. FLOW LIN 6'DIA. SDR35 ❑R EQUIVALENT 1 m .I I I I- 2400 CLASS PIPE EXISTING USE: RESIDENCE +s WINERY o i - 1/8" PER FOOT 1/4' PER FOOT 6' PITCH MIN. b o " 40.1 o NO WATER ENCOUNTERED PROPOSED USE: RESIDENCE 4 WINERY EQUIVALENT 1/4" PER FOOT - 1/8' PER FOOT PITCH. S.C.T.M. 1000-101-1-14.8 N I PITCH MIN, m o ,B DROP •r� '" I TEST HOLE #: 6 4 1/8' PER FOOT o _ = N.T.S. DATUM OF BACKFILL WITH y 4" DIA. SDR OR I I = PROVIDED BY: ELEVATIONS: NAVD 1,488 ¢" EQUIVALENT j I BACKFILL WITH McDonald GEOSCIENCE CLEAN COMPACTED 4 PITCH MIN. SAND COMPACTED BOX 1000 SAND AND GRAVEL 7/-4# 1/8" PER FOOT 8'-0" SAND AND GRAVEL SOUTHOLD, EXT'G YORK 11971 ONLY I(- -I I ONLY (631) 765-3677 SITE PLAN FOR -I SYS. #3 EL. 27.40 1 1- I - I I DATED: 06-28-16 \�� CyT 5ANNINO VINEYARD SYS. #2 EL. 26,90 BRED A '- +++ t�;'�J•' 1 159'75 COUNTY ROAD 48 6, 4-6 46" 4' ( SCALE: AS NOTED APPROVED BY: CUTCHO6 UE,NY 4m t- «EY • 6 05-31-I5 O DRAWN 8Y: . TUR NER 3' MIN. ABOVE 3' MIN. ABOVE NOTE: 10-0NOT=: 6MIN. OF GLEAN STRATA 8' DIA. 6MIN. OF GLEAN STRATA REV. 5 06-26-1-7 •DATE: 02-15-17 REVISED BY � , , (HIGHEST EXPECTED BELOW POOL BOTTOM GREASE TRAP SEPTIC TANK DETAIL (SYSTEM #2) (HIGHSST GROUNDWATER) EL. BELOW POOL BOTTOM REV. #4 04-27-1 t ° " '` .� Robert J. Gruber - Architect GROUNDWATER) EI-. 5.0 (SYSTEM #2 b #3) REV. 3 04-25-17 476 Expressway Drive So. Medford, N.Y. 11763 /6311 654-4949 SANITARY LEACHING POOL (SYSTEM #3) (8' DIA. X 5' LIQUID DEPTH) (10' DIA. X 6' LIQUID DEPTH) SANITARY LEACHING POOL (SYSTEM #2) REV. #2 04-07-17 ��r 1� 7� 4'� P Y ` J � OF EW .gyp DRAWING NUMBER: (ENTIRE POOL TO BE IN CLEAN SAND & GRAVEL) (1,500 GAL. GAP.) (3000 GALLON CAPACITY) (ENTIRE POOL TO BE IN CLEAN SAND & GRAVEL) REV• #1 03-20-17 >a SANIT'ARY' S 1 TE PLAN I 5AN-2 OF 2 JOB# # 15-0,44 ALVAH'S LANE 'r2 tu \� w Ili i 13 O + I I d I �— O ZBA � I j i I --i — z IL IL Bldg pept copy f'°cu ents w I I I Q F -j v ry z 0, Final reviel d' J v ZBA Ff # 6) co � -� K N O i j •� Date: ! ! tU_1 j 1 it I I N W Q J K Ul w 1 1 i 1 � Q W Q N tLI K IL i I v SUBDIVISION MAP OF EAST COAST PROPBRTI)=5 F 1 o I z, SUFFOLK COUNTY FILE INO. 5225 W I� 11� I � 1 I!b I n 41- i IL Z w W Ls L 33'03'20" E__ __ __ 477.74' S 33'03'20" 666.35' 3324'10' E S0.E lU W --- ---- --- ---- _ ______ -- 98.93' 8847' u-I , (I�XT'6)ED6L'OP VINEYARD ————_—___ I�XT'6)ED6E OF VINO—— _— _ i LOT 14.6 (DEVELOPMENT RIGHTS INTACT) (AKA 1 I gip. LOT 14.4 (DEVELOPMENT RIGHTS INTACT) I ro 3.7347 ACRES/ 162,683.53 S.F. LOT 3) I O W I a�°hp y4 t 5.22 081 ACRES/26,864.0 S.F. I I �' co 1 1 :^rye^°y'► 0 (AKA I h r '• Q� LOT 1) , 1 Or�QUp ; I Te 1Iw "ae0 0 2�u\ o Q I I o N a x IROPOSED I ttl�Q H peU .T� I 1 P WINERY 200' I X POO SF. y� w r I I e ---_r VINEYARD > — of I ( I PLANTED VINES d I � 28'40 40W __ __ __ __ __ —_ _— �' " I ar I AGRICULTURAL PRODUCTION 8 I 638.47' IN 33"32 20"� I I 200.00' 1 5.0533 ACRES/221864.0 S.F. J c L I u 1 ^ GOMBIN)=D FARMED ACREAGE: (LOT i + LOT 3) w 0 RESIDENTIAL USE I 1 a (LOT I) 221.864 S.F. + (LOT 3) 162,683.53 S.F. _ �k W t .1148 ACRES/5p00.0 S.F. ry i o? 5,. 3 ACRES/ 384,54'7.53 S.F. F F J O �EM'SJ ED OFVINEYARD I J Q W j 25 I Olu I e I h a O o I a Oy O !L O F — (E;M'6)EDGE— VINEYARD (E.XT'6)EDGE OP VINEYARD h --- ---------- --------- -----------i to i M „OZ 5z"TE !V N 34"15'30" W 127.47' S I T E PLAN N/O/F WILLIAM WIGKHAM (VACANT) SCALE: 1 ' =100'-0" OCT - 5 2018 i SURVEY OF PROPERTY IN CUTCHOG UE TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-101-01 P/0 14.8 SCALE.- 1"- 0' AUGUST 28, 2015 SEPT. 13, 2018 (foundation loc.) b15�) '� 01 0� v r� 051ttn de� ok �}'1 u'. l 0v'- �� cDDO 065 411 ; 2 �0 0 2 NG 0 �S N NG�Z O� LOT NUMBERS REFER TO "MAP OF OF MINOR tig �o 1 `9v�. !°i SUBDIVISION PREPARED FOR GIORA HANOGH & HAROLD WATTS � 2 ti� F 5Q\A��GE FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK ON FEB 1, 1991 AS pyo P10 MAP NO. 9059 ' i lo, 1 0 0� G Arlb KEY Q = REBAR Q ® = WELL � A = STAKE QPJ� �aPEbyrC 6 0 CD = TEST HOLE ' - ® = PIPE L �+ 0 = MONUMENT ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A V10LA770Mi� l7C NO. 49618 OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. PEC ! SU}?_WY6)?S, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER70CATIONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF TO►TAt. Pte.AF ► " 37M ACM P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 15-155 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 S. C.D.H.S REF # R10-06-0010 SURVEY OF PROPERTY TOWN OF SO UTHOLD r 1 ' � SUFFOLK ®WELL �� ;T_�`.`. .A +- `;,,`rt°�_�� f.. �. F'. i�, . ,�. : COCD UNT Y, N. Y. IN CUTCHOGUE `�- AUG 2 0 2019 1000-101-01-14.8 SCALE.• 1'=50' N/0/F KEIL AL VAHS LANE FARM LLC AUGUST 28, 2015 SEPT. 13, 2018 (foundation loc.) AUGUST 8, 2019 (FINAL) Z w w N Nj OV 0 o UTILI TY UAL/TY 0 ELECTRIC 032 '1 f » MONITORING POLE 8 4 8. 21 ' POLE METER N 5 6 32 10 E I WELL 0 -�5Q Q' TRANSFORMER C.P. k EL. 4s.oGRA VEL DRI VEWA Y O N56'32'10"E UTILI TY 302.00' (/) ' MON - -------------POLE---------- ------- 1'0S - - - - - - - - - - ________20 LIPA EASEMENT ____ --- - (n ° WELL 26.3' o� - - ----- S56'32'10"W ------------- 302.00'-- of I O N3 f- - - - - - - - - - - - - - - - - - - - - - - - - - - - VINEYARD - - - - - - '�I r coNc. rn [DSHED RCA DRI VEWA Y d I FNDTN. I I v 38.0' I y ��GP I I EL. 51.3' ° ' 468. 7 ' EL. 49. 1 ' nl O �� �,� S5 6 32 10 W 9 o Ri N I I I ELECTRIC 87f50. 1' I .4 I �5�' I I METER Q 01 - w O I DEc I ( IRRIGA TION C.P. N 80 WELL 1' J Z I - 200' I ® WELL Chi \ y I ► I I � �, O � I I___. - - 130' _j I C.,.I � \ N/0/F FRANCES SLEZAK & ALF SOMMERSTAD 11 I BUILDING ENVELOPE I O (D WELLING) I � I rri v � to I VINEYARD I O -TI 2LOT 1 I o I z r- GO I I o 00 (D WELLING U/C) QD y l I (WELLS & C.P. 150'-f') I I �70 cn 0 I I rq o LOT 2 � - - - - - - - - - - - - - - - - - - - - - - - -� z C/) (DWELLING) CUF EL 51 1' O MON BRKN. O (WELLS & C.P. 1501+) X-X-X-X-X-X-X- -X-X-X-X-X-X-X- X- N EL. 45.0' 0.6S. POSTdWIRE ((�� FENCE 0.1's. �J S56056 '40"W �' o N319 � 4. 25 ni LOT 2 ROW OF EVERGREENS y rri (BUILDING w N IV O PIPE VINEYARD I I I -P I � c O FEN.END I Z 0.1'W Q IPIPE r 0.3'W. 0.8'E. Q OWN L - EDGE OF VINEYARD CMF - - - - - - - - - - - -Q� ND FEN. DEER GA y v0.1'W FEN. y x GRASS AREA i AREA R1 p ,.DEER11 FEN. Q x o R/0 CONC. SLAB I o yA/N LINK r A I � FENCE �Q m CB m CER77F/ED TO: ?: LISA SANNIND 24.4' EDGE ANTHONY SANN/NO 0 PATIO POST E RCA o SLAB N RAIL FEN. COUNCEL ABSTRACT, INC. 10' BRICK CHICAGO T/TLE INSURANCE COMPANY caTE1 WALK FEN. x x—x—x—x—x CE oma, 0.4'E CONC. iv 1 STY. FR. eouAROs. GAS VALVE ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. WALL BUILDING & SERVICE Z se.t' SIG PARKI CONC. 45.0' 4 3 SIGN MLEiER X-X;X=X-X=x-k-X- KEY .� WALL 75.,' 00 NO Q CONC. RAMP PARKING UI ASPHALT ® = REBAR O STONE WALL SIG PARKIN CO �: WALL SIGN � N ® = WELL tS RCA DRIVEWAY (0 A = STAKE FEN.EN �! O 0.1'E DIRT ISIAND GRASS AREA M ® = TEST HOLE EDGE RCA n ® = EDGE RCA GRASS *✓ V'C1 PIPE AREA A SPHAL T FTO FEI✓CE ® = MONUMENT ON 1.1.1''wW UTILITY POLE 0 DRAINAGE O SWALE ¢_` =_,_ - 'I'm CULVERT LOT NUMBERS REFER TO MAP OF MINOR SUBDIVISION '�__ �,L UNDER RCA N) m m DBL. YELLOW LINES , DWY. , 00 0 = p PREPARED FOR G/ORA HANOCH AND HAROLD WATTS" ASPHALT Po m D ' STOP UNE ,__ DRAINAGE SWALE (A Z = FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON REBAR STOP SIGN __--HOT BOX O Cn v o FEBRUARY 1, 1991 AS FILE 740. 9059. FND. 1 ARROWS ­t0 D D H2O VALVES n GAS VALVES � Z D I am familiar with the STANDARDS FOR APPROVAL v1�Ws OZ CMF p r r'E AND CONSTRUCTION OF SUBSURFACE SEWAGE °"�'ws --------- -----414.85' tio y DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES S61 '19'20"w eAsoiN 195 ' �'r and will abide by the conditions set forth therein and .$1 o E EDGE OF PA VEMENT on the permit to construct. CJ? THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE � Q FROM FIELD OBSERVATIONS AND OR FROM DATA OBTAINED FROM v P �- 0THERS ANY ALTERATION OR ADD/TION TO THIS SURVEY IS A VIOLATION OF SEC77ON AREA=8 9428 ACRES ��� �'� . Y.S LIC. 740. 49618 7209 OF 774E NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON PECONIC SURVEYORS, P.C. 7209—SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP (631) 765-5020 FAX (631) 765-1797 AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR TE IMPRESSED P.0. BOX 909 SEAL OF 774E SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, MY 11971 15-155 f S 3327'50" E ALVAH'S LANE 50.00' AL VAH S LANE I I I I CO II DENSITY (FORMERLY LOT 1) DENS I TSI' (FORMERLY LOT 5) Lu ,r ILIa ( GROUND WATER MANAGEMENT ZONE: IV GROUND WATER MANAGEMENT ZONE: IV 1 > I Q AREA OF SITE = 5.2051 AGRE(5) OR 226,864.0 S.F. AREA OF SITE = 3.7348 ACRE(S) OR 162,657.Sq �.F. `' �,. w. I I I I 0 I -3-s.Z ,fL CG';. yF ��� VINEYARD AREA = - 1.111-7 ACRE(S) OR 53,2-13.61 S.F. I I- I w 1 � w I I I I 0 I w ( ( =GSI�,�� /t 1,, A AREA. = 1.5231 ACRE(5) OR "71,414.24 5. w I w I W �. . . GALGULATIONS EXCLUDES VINEYARD AREA .. Q I I 1,5251 ACRES x 600 G.P.D. PER ACRE = 1,014.0 G.P.D. LLOWABLE 40 IXI S NI W STEM #I o � Iw 1 0 � TARY i=LO (5Y ) I . II 1 5AN I TAR`r FLOW (SYSTF-M #2) W I Ni=RY I 1 x O I I II i I L RE5I DENOE 300.0 GPD Lu I z I i I < SANITARY FLOW CALCULATION (EXT'G SYSTEM #2) 1,050.50 GPD KEY MAP U- 1 z SCALE. N.T.S. <J I 11 1 —1 + N I I00 c11 � m I i II 1 � � + yam fill iL c13 Q UBDIVI51ON M,4i� 01- 1=�4ST GOAS �� > � � � � T PROPI=fi�ice- w SUFFOLK GOUNT- PILE NO. X22 I <' z � 1 ILL Z K O 1 j , I I I AUG 1 d 2019 L --i -i < I I,,wnn I } i � � � � /K� Ul EXT' ,OL 5\ Q I q I i 1 -A WELL W I LU --_I W ly 0) UA x 0 Ix I v '� O �' ( I > ply I a Q o z I to Lu I Z I I la 1 1 I I I I I w i 1 lU I I I 1 \ \ I I (_ I 0rn1 I S 33003'20 E I SANITARY SYSTEM 02 EXT'G _ _ Exr's WELL _ 4'HIGH STOCKADE FENCE OCK I O _ — � WHISH STOGKADC FENCE ' STOGKAD (EXT'G) EDGE OF VINEYARD - - - - - - - - - - - - - - - - - - - — '-' —• 6'HI6H _ _ _ _ _ 1,144 09' S 33°24'10" E 98.93 S 26°55'pp» EFENCE D EXT(5) (EXT'G) EDGE OF VINEYARD — — — — I� z p _ - - - - - - - - - _ _ i LOT 14.4 D - I _ _50 LOT 14.6 ( DEVELOPMENT — — — — — — — — -------------- i--u� e-----------------•------------- _ - E 8B.p7' STREETREES Lu irtor u• A Lu d ry �. EVI�LOPMENT RIGHTS INTACT) So--- 1-- --- Ofi MINT RIGHTS INT,4GT) !i 0 �c x.2081 A(*,RE5/ 22C 8 ��48 ,b�G :�S/ I C 2 C 87.8Q G I �! VVIA.M.� GRASS Z ry•try/(D 1,, (� / 64.0 S.E. I / 1 ..J.i q ' exn► ... AREA �, 1 -L �' Vry oo (AKA I I I lamp. rmn.v w • -i Jul;O' r'i1� ( ^� a eaoo w.r_uv. }Too w...cx. m co LOT I) I 1 O I 'if .OTeTA K / c GRAVEL�I / Exr'6 RPz Q~n'0 J. �� I W ( it uooiiw. -- - *XT_'9_ELEGTR_IG_A_L SPCT'TA'G'YiED flet - - 5.G1NA. . V `C VAULT exr_e s•viA.�IRe uHe eE�DIIrLORAR z �. Ir----- - aq 0 v I �I Pr. ___ �y- _ Am — Caxs -FEt�M-- rn� EXT*1-I/2•DIA.WATER aERn CC vnia vert.--vm m � �: I � ��(j (9 Q V pQ ff _ - CI �� I � W vAa�r�- -• - - - •-• vAree-_ Q \ AOO syr 72' v� w o�Al �� I m z PLANTED VINES L - i iJ I EM'6 lar rut asz OP.wH�r rcr /� PROD 5ANITARY z+D 00 office tae ar. naE A GR I GULTMAL UGTI ON SYSTEM «9 I pp. f IO a MIN.91-6-eErrmEN Q, EXT'6 MA q �- az' wa000ar.eAre+Lmr N �f5gl ACRES/ 85,558.53 S.P. \/ \ 0Q� 1 o T+_ Pr. METER VAULT Ill I W y�� !�' ��OQ'U � X I NEY'ARD ^ 1 1 / Q 1 692 S.P. X X N ��. '' PATIo ,� a'n O' � � �i X AND HOT eoX �' (0• I (AKA LANDSCAPED w 4 EXISTING 4s— _I LOT 3) ou>I D 5 ��to \ 5ANITARYo ! Qj \ 0 0- Q` \� 5Y5TEM #1 11.1 I ( �•� II d A �j 45 L — GRAVEL Z I \ — -- — — — — -- — — — — I � TOTAL PLANTED VINES > 1- - - - s - - - - - - - - - - - - - - - - - - i� ......�. N I (� GRI CULTURAL PRODUCTION — — — — — — — — — — — _ (EM'6)EDGE OF VINEYARD — J ij PR 24'Pi x'15'L O I \ CONSTRUCTION ACCESS A r \ V o 5 \--� .-. �.-, .� _ -�-�— �. — — — — I� ROAD (SEE DETAIL) 25' o 32 ; -7203 ,4GR5/ 24�f,180.17 S.I=, w'n I N 33°32 20�\W — \ Q I Z V \ ... � - -_ ��- ' ORASS AREA SETBACK z q ` / w 1 \ PR SILT FENCE ATTACHED 638.47' 15' I p q D �• I > VINES NES„- I TO TEMPORARY N 28-40,4070 mN y I w PL,4NTED CONSTRUCTION FENCE W SETBAC m S r4GRIGULTURA,I_ PRODUCTION 2t' I 0 �.� 45 TOTAL AREA: A /� PR SILT FENCE ATTACHED ,20D 00� -y w I 8.'1428 ACRES/ SgcI,SS I.S� TO TEMPORARY �\ I+JS�C1y I Q C 24 ,4GRES,i 155,1 18,.E30 �. ~ CJ CONSTRUCTION FENCE D EXT'G EXT'G `\ w 1 ( 1 MONUMENT UTILITY SIOPOLE m W RESIDENTIAL I I V I W A e USE 1 34' 1 .1148 ACRES/ 51000.0 S.F. I w EXT'6 nq. _ _ I N WELL a EXT G BARN �P��D� _ �------- X / � z � o HAS NODGE OF VINEYARD PLUMBING, I 0 fa SANITARY OR WATER00 1 M 3 W�� �t z I 1 DEPARTMENTAL APPROVAL (EXT G) EDGE OF VINEYARD — — — — - — — — — — — — ' — — — — — — — — — — I S.G.T.M. #: 1000-1O1-I-14.5 it , — — — — \ — — — — — — — — — — (EXT G) EDGE OF VINEYARD JI ko -.. � N ':1°25'20" yY --.._. -- _ _ SITE DATA f �r EXT'G WELL TO REMAIN — — � FOR DWELLING N/O/ In!ILLIAM WIGKHAM 397.75' N 34°15'30" W127.47' SUBJECTTaC �f`i'';,' °:Tv �i UT', IvTI;Ji!S LIR tt X3002 PUMP INSTALLED: - AREA OF SITE: 8.g426 ACRE(S) OR 38Gt,551.8ci S.F. /� _ PW16andor, We-11 F`-C77 O EXT'G BUILDING AREA: 2,162.0 S.F. TYPE: MYERS (VAG,�NT) EXT'G BUILDING AREA: 2,852.0 S.F. MODEL. NUMBER: 25T102-20 CAPACITY: 24 G.P.M. TOT = ,O .O 5. . DEPTH OF WELL 125' SITE PLAN _ 9K OF LOT OCCUPANCY 1.2879v ZONING OF SITE: AG ZONING SUFFOLK COUNTY DEPARTMIENT OF HEALTH SERVICES EXISTING USE. RESIDENCE 4 WINERY SCALE: 1t =50p—011 APPROVALOFCONSTRUCTED WORKIS PROPOSED USE: RESIDENCE 4 WINERY D;:te�''l)r V 7 Zd7) H.S.RCT.No. - D��o2 S.C.T.M. #: 1000-101-1-14.8 DATUM OF ELEVATIONS: NAVD 1x88 TIS qq.♦.cr.T :d;;s d.,,: :cnc1 c . �r .!!.y ,..i.i.s�.� C"'-L t!i. I':;.ca:��w f f l:.s� 1---oo,-lnsr'C:(�.I,"Acd cnaifCir ;!�°-ray r��Iv i.:w;:��r:I;�^t cr c "^r r.oCnC1c3 NOTE: 4st4 'end tg l ' .Dlirlpp'�ty. SITE PLAN FOR �t7 aRc, F 5ANNINO VINEYARD OWNER OF RES I ENGZ TO FILE GOVF-NANT WITH 9 pp 4 ��� �• c�'� 15915 COUNTY ROAD 48 GUTGHOGUE,NY Craig Kne er, P.E., Chief HEALTH DEPARTMENT TO HOOK UP TO PURL I G Office of Wastewater Mana ement � SCALE: AS NOTED APPROVED BY: DRAWN BY: J.TURNER _� �Y WATER SYSTEM WHEN IT DEGOMES AVA I LA5Li= y DATE: OS-OB-I�I REVISED BY ON ALVAHIS LANE Robert J. Gruber - Architect s, 13571 �� 476 Expressway Drive So. Medford, N.Y. 11763 (6 1) 654-4949 ATF OF NL`N yo DRAWING NUMBER: S.G.D.H.5 REF# 010-16-0012 A5-BUILT SAN I TART' 51 TE PLAN JOB#SA q# 15-0,014 EXT'G SANITARY SYSTEM #2 EXT'G EXT'G EXT'G WELL 4' HIGH STOCKADE FENCE 6' HIGH STOCKADE FENCE 1 , 144 09 ' S 3324 '10 " 6 ' HIGHNJ STpEGKG -- — IJ 98. 9396055 ,00 .9-1ESN . — S , �� D ExT'G) �XE S STREET 8 0 7' ------------------ TREES z i LINE OF 12' BUFFER -------------------------- ----- I ; LINE OF 12' BUFFER _ LEACHING f/® i LINE OF I� BUFFER ,n Q I I POOLS i to ' V DIA x 15' DF, \\ -� _J —1 < AREA X I— n0 I 1L� TIC T f EDGE OF 6RAVEL LU � 0 �- �- SEPTIC TANK � ® i ii ' LP� EXT'C7 ' D l0' DIA x 6' DP �`�Pk� it a ; GREASE TRAP 'V 5,000 GAL GAP. ���� i f ,':'�`-' V DIA x 5' DP Z AREA A #2 �.' 1,500 GAL GAP. I °x X } I INLET 44.0/ EXT'G RFZ GRAVEL Q I < I SEPTIC TANK \ �-_ '� � Tr' ='T®l- HOT BOX — — — - - - - - LU — — — — �x V DIA x 4' DP II (\o, ) — — — — — — EXT'G ELECTRICAL SER\/IGE 1200 GAL GAP. ii ' _ _ _ - - - - - - - - - - - - - - - - - - - - - - S.G.W.A. METER ,r VAULT (� Ix ATS EXTG 4" DIA. FIRE LINE SERVICE Z �-- x --x —x,x —x WATER WATER WATER WATER LEACHING �. �\ x —x —x WATER WATT' WATER WATER WATER IIL— POOLS •r EXT'G 1-1/2" DIA. WATER SER GE WAT V DIA x 12' DP � � � �•- 72' PT,T EXT'G _ N I5T FLR. 2,852 S.F. WINERY TEST w 20 � 2ND FLR OFFICE 438 5.F. HOLE MAX. 5 A N I TA R1' I app 32' IN/ 3,600 5.F. BASEMENT #I SYSTEM #3 , Z, MIN. 5'-6" BETWEEN PT, XF.F. �' METER VAULT 8 D ASx G5 VP #B# PATIO O EL 45.0' _ AN I 15oo G P co D HOT BOX AL GAP. 852 S F N LANDSGAFED ry x 111 W I ISLAND 40 � } TABLE 1 X I w x ILILII ! SANITARY SYSTEM 2 Q � AREA #I 4 � INLET 44.5 < GRAVEL I POINT POINT x ALOI x V q „A„ „C» " CDbE OP 6RAVEL (EXT'G) EDGE OE VINEYARD ' x D GREASE TRAP 44' 39' x X 25' ® SETBACK SEPTIC TANK 36 57 � \ , GRASS AREA z LEACHING , 038. 4 __ SIG D POOL 1 44 68. 5 ,4?Q N '� ®�® '�® �� _ SETBACK fy LEACHING ,2®0, ®® LUPOOL #2 60' 70►' D LEACHING 5453' EXT'GEXT'G D POOL #3 MONUMENT UTILITY X SIGNJU POLE z >_u } EXT'G < WELL r--�—SITE PLAN o .n SCALE: 1 ' =20'-0" GRADE EL. 38.0' DARK BROWN LOAM OL EL.37,5' TABLE 2 BROWN SILT ML EL.34.0' SANITARY SYSTEM 3PALE BROWN FINE TO COARSE SAND SITE DATA SW POINT POINT EL. 21.0' AREA OF SITE: 6.65 AGRE(5) OR 38ci,555.41 S.F. EL. 5.0' EXT'& BUILDING AREA: 2,162.0 S.F. " A t) "p�� HIGHEST EXPECTED GROUNDWATER EXT'& BUILDING AREA: 21852.0 S.F. /1 LLJ� COMMENTS: TOTAL = 5,014.0 S.F. NO WATER ENCOUNTERED % OF LOT OCCUPANCY 1.28'19Ei GREASE TRAP 33 34 TEST HOLE ZONING OF SITE: AG ZONING N.T.S. EXI5TIN6 USE: RESIDENCE 4 WINERY PROVIDED BY. EXT'& USE: RESIDENCE 4 WINERY SEPTIC TANK 45. 5' 47 McDonald GEOSCIENCE Box teoo S.G.T.M. #: 1000-101-I-14.8 SOUT(631) 765 677 YORK 11971 DATUM OF ELEVATIONS: (631) 765-3677 NAVD l a88 DATED: 06-28-16 LEACHING POOL #1 62. 5' 58. 5' ARC " SITE PLAN FOR SANN I NO VINEYARD I ,S GeUNTY ROAD 48 GUTGH06UE,NY APPROVED BY:POOL #2 57 60 SCALE: AS NOTED DRAWN BY: .I.TURNER {x 4Ji" DATE: 05-08-ICI REVISED BY Y� t Robert J. Gruber - Architect 476 Expressway Drive So. Medford, N.Y. 11763 (6 1) 654-4949 OF Nt y A5-BUILT SANITARY SITE PLAN Doe SANRAWING u2 EOF 2 �' # 15-014 Rol r. 'k t C SS SELLERS TR EY l AL GAJ- NEt�j�p ` sts 'r L 00 ,-. SMHszG•IIMMLS'IItU RMLENG1NM S PC o rn O 0 U! 65 Huntington Rd,Suite 2010 O a � C) `Z Richmond,VT 05477 D O q ZtS802.497.1174 1 www.STS-Engineers.com 3: z E �8776 . n L > c a Ylt a I n'of NYS!ducafign tdw N +o d © Artigle l ,;Section 7209 for any %- � d ctton, ess'h#is actino onder ft W +- �, 3 ad ion of a licensed profession,61 : n N 8 O engineer to alter this item in drry Way, W £ is LO � � zw jr ro o E o co CO W Co N L W O Q " Z 7:j`� •..� !� ��1 ., Copyright®2012 NEW All rights reserved. tit-y �r°Y,'• "Eo, All material contained within is property of NEW and not to be reproduced without permission UJ 03770 ./ o m , b Z Q O" Q o Z O co Ur a Z 71. annino ine ar 0 CU Q J a, V, cc V)C) _r_ �C) LL m O �i > = --- p a U Cutchogue , NY jZ z LU -� J � V rnV� �./ PROJECT INFORMATION Timber Frame Project Manager: Contractor: Anthony Sannino Architect: Robert J. Gruber Owner: Anthony Sannino Owen MacDonald Address: 7490 Alvahs Lane Cutchogue Address: 476 Expressway Drive So. Address: 7490 Alvahs Lane Cutchogue O U � m o NY 11935 Medford, N.Y. 11763 NY 11935 C Y Timber Frame Champion: Phone: Phone: (631) 654 4949 Phone: - � W 15 Mike Gullace Cell Phone: - Cell Phone: - Cell Phone: - z � o r, Fax: Fax: Fax: - 3 O 0L- C-) � LL Contact: Anthony Sannino Contact: Contact: Anthony Sanni•;c U- E FRAME INFORMATION Q c � o W N LL O � Job Scope: Material: Notes: W Timber framed vineyard truss + floor system The material is to be fresh cut Douglas fir Timbers. The material will be o W equal to No. 1 structural and better (boxed heart althou h no rade zq ) 9 9 O �- � W Frame Embellishments. stamp will be affixed. These materials will be planed to dimension. The 0 06 0 timbers are fresh sawn, with moisture content high enough to cause co Embellishments included based on approved sample - rough some further checking and shrinkage. IT- UJ N sawn, applied saw texture. CD wLO N Finishes: o Interior: Single Coat of Watco Danish Oil PROJECT- DRAWING NUMBER Exterior: Single Coat of Benjamin Moore Arborcoat 17-A-015 TBD by owner T-000 .. SELLERS TR EYBAL Y.-.s„�.:„:..._..._..L,._-"-.".. ". ,..,. .y. . of NE " ?k T 1:, Stb V) .. > co M t-- + SI71IIiSUWML9HWC7URALINGIlVMSPC � 3 � C7 1 I UJ 65 Huntington Rd,Suite 201 O 2 1 f LU Richmond,VT 05477 O p o DESIGN ]RESPONSIBILITY General Notes ,a _ o Design responsibility under this PE Stam is limited to the heavy timber cfy } . . 802.497.1174 I www.STS-Engineers.com 3 Z = E g p y p vy 1.Timber Frame System Notes: a8776� o Y framing, based upon the design parameters indicated here. Nothing a.The timber frame system has been designed for gravity and component and cladding wind loads only. It has f_ .. n C contained on these drawings shall infer or imply any responsibility on the not been designed to provide overall building lateral stability. Lateral resistance shall be provided by the tt I not NYS Education Low N part of the timber frame manufacturer or their component/system engineer adjoining enclosure system acting as a system of connected shear walls and diaphragms, as designed by Article ,Section72?lorany fto for such. design or for the analysis of those supporting elements which have others. arson. " ass he is tTct ng under'the LI.) on of o Acemed profession"6( C, been prepared by others. 2.Fasteners engiwer'to alter this item in any wpy', �• � �� W r a.Timber Pegs: White oak, or approved equivalent, diameter as noted on timber drawings (1" diameter unless 3--��;' 4& N Z noted otherwise). Fabricated from clear, straight—grain, defect—free stock with a slope of grain not greater 4 Design Criteria than 1.15. " ��-rs eo N _ z e G7 °2 m rn 1.Dead load b.Bolts: Hot—dipped galvanized ASTM A307, Grade A; with ASTM A 564 hex nuts and flat washers. "•E:, �Qv'77-A W ;� a.Roof dead load: 15 psf plus weight of timbers c.Screws: Z b.Floor dead load: 10 psf plus weight of timbers i. Lag screws: Hot—dipped galvanized ASME B18.2.1, penetrate into receiving timber 8 diameters unless noted otherwise. Stainless steel as noted. Provide standard cut washers unless noted otherwise. Copyright 8 2012 NEW All fights reserved. 2.Live load ii. 5/16" diameter Spax Powerlag Series structural wood fastener with T—Star pancake head, 3" minimum All matefial contained within is pmperty of NEWand not to a.Roof live load: 20 psf penetration into receiving timber. be reproduced without permission b.Floor live load: 50 psf + 15 psf for partitions iii. 5/16"diameter RSS Rugged Structural Screw by GRK, 3"minimum penetration into receiving timber. d.Shear Pins: Hot—dipped galvanized round steel bars complying with ASTM A 575 grade M 1020. w 3.Snow load e.Steel threaded rod, plates and angles: ASTM grade A 36. o a.Ground snow load: 20 psf b.Snow exposure factor: 1.0 3.General c.Snow thermal factor: 1.1 a.Timber framing shall bear on solid floor framing, same size or larger than area of supported timber, ca ' d.Snow importance factor: 1.0 continuous to foundation. Supporting framing and foundation shall be adequate to support the required e.Flat roof snow load: 15 psf loading. f.Sloped roof snow load: 15 psf b.Allow for erection loads and for sufficient temporary bracing to maintain structure safe, plumb, held Z 0 g.Unbalanced, drifting and sliding surcharges included per ASCE 7 down and in true alignment until completion of erection and installation of permanent bracing, shear walls and diaphragms. c.Some shrinkage, warping, twisting and checking of timbers can be expected as a part of the seasoning 4.Wind load g a.Ultimate design wind speed: 130 mph process and throughout the life of the structure. Adjoining surfaces and materials must be detailed to O accommodate these changes. LL b.Ricategory: II d.Shrinkage of timbers may result in the loosening of bolts and threaded rod connectors. Periodic z c.Winr.�d exposure category: C tightening of these connections during the first several years of the structure's service life is required. Z d.Wind topographic factor: xx e.The long term survivability of the structure depends on the timbers remaining dry and well—ventilated. e.Internal pressure coefficients: +/— 0.18 These design details are the responsibility of others. f.All steel joints to be %" continuous fillet welded, unless noted otherwise. w 5.Building code: 2017 New York State Uniform Code (referencing 2015 IBC) g.Do not scale the drawings. L C5 z Q � 0 ' Z O ` 7Z _� J to N M O > M C epi p ate , � Uz w •� J • mm 'fir. O d' •. e Qm '� 0� • •.• M. t.. 4Z mm QQ � a) c 5 o c •. a) m •♦ O b {� ••• o� W U` U d LU Z a- U O ILL- H ~ W a) o ¢ E is o > O D CU v '• z W o C m ° G m W W w O � > 00 • WINE PRODUCTION TRUSSES(4) 3 a N 0 1-- UJ LC) co O v7 � N O PROJECT-DRAWING NUMBER • 17-A-015 ISOMETRIC VIEW Scale: NTS PORCH EXTERIOR TRUSSES(3) 1 T-0 , .. .. f E L L E R 5 T R E Y B A L of NEsLs Lnle y� M L rn * * o � N � r- SEUERSTRYBALMM7URALINGINERSPC •^� ' rn Cl) 0 I W 65 Huntington Rd,Suite 201 O p `° 0 , 2 Richmond,\T 05477 0 0 0 N {� 802.497.1174 I www.STS-Engineers.com z E 60 I 11Q7 It i a. of n 4f NYS EduCntion t , �l'a a- 4, �. a N d McieI ,Sectioh7209for any $,. q' � d ersbn: ess he is'oCfin unCl6rtts6 < ;f'' 6i f �. W �•�1 Th sv c I ion of v t+~61`t6d professiohcSi r� v "�� O erlglrteer fo Olt i*this item in tiny 1ddY _I � �u.. t ` � w z 1�t ¢ p rn m rn Copyright©2012 NEW All rights reserved. o I All material contained within is property o/NEW and not to be reproduced without permission I Lu m , 19'-6" 77 z 0 ABS o -ABC Fh ¢ N II II cc I O UL Z I I z II II Lu II 11 II II 11 II npg — — — jog Z I II 9;5 —11R4 II II I —7'-213/16" 12'-316- — — 19'-6" o � z v O ¢ \ J a, o M U > = o Q � } 19'-6" 19'-6" 'POLY SPACER z V z DRILL AND SET INTO "DIAMETER ROD INTO CONCRETE WITH SIMPSON SET-XP BETWEEN CONCRETE&POST w .� ADHESIVE OR EQUAL FOR CAPILLARY BREAK —1103 Ca cn 0 Q 0C) a _ CD DIMENSIONS FROM INSIDEZ FACE OF FRAMING Z 0A b, N 4 � W � co =p p 4 CONCRETE SLAB DESIGNED BY OTHERS ca U C M O =3 (� U U O N Y OED C N II 2 BOTTOM POST Scale: 1 1/2"= 1'-0" W Q z Q II - E- 0 11p2 — — — I I — — — 1`o2 0 tY Z �..I IU O III �' •a� v E co F-- o I1 0: 0 U O � W O Z 3 Z 3 ¢ D: O � m �// m W U W O W 39'-0" 0- 19'-6" 19'6" 00 LU W -- LO = o N o 6 �I DIMENSIONS FROM INSIDE u FACE OF FRAMING 6.5"SIP WALL PROJECT- DRAWING NUMBER BY OTHERS POST AGAINST WALL SECTION 1 1 TA-015 1z FIRST FLOOR POST PLAN 3 Scale: 1 112"= 1'-0" Scale: 3/8" = 1'-0" T- 1 ■ e•wu�� S EL L ER 11 TREY B AL S tCN ROOF FRAMING(CONVENTIONAL) o > CO M ABOVE TIMBER SYSTEM SEMERS=ML9nNXRWALENGINffiL4PC v -2 o 12 12 DESIGNED BY OTHERS 65 Huntington Rd,Suite 201 0 p 2 � r' ` ow Richmond,VT 05477 O 0 a) 802.497.1174 1 www.STS-Engineers.com z �a o v 6 6011 OES N , . . C N C') o 26.56 26.560 ;�r� a ?R� ' 13 cc W Q > N N C —L .Q orn Cy I ) W fO z TTt . z 4& 08716 �jC� C 2, Y bo 8 € N V O V 22 2" R P w L' 0 00 o o .r� � 0 0 ={ It o of 'rT of NYS Edicatlgrt taw Z Z7 fl Atticle 1 ,5 �tion.y D9 fpr arse �5tan of o (i; dmad rofeWO)1d1 "eftw es5 file is octiitig udder the r 9'-1 9116' pr"� C 2012 NEW All Co ht tights rese ved. e�gi>tie�"r trr blt�nr this item lrr.any may; .195 T.O.WALL PL All material contained within is property of NEW and not to 1S be reproduced without permission Or E� W.75W.75 / D 3"LIFT 3"LIFT 6.5"SIP WALL BY OTHERS �� :�, >'('�� ! °' ° ° 1G1,9.5xll.5 '— _ 1G2,9.5x11.5 9'11 7/16" rES SIO ~ 3/4 ROD d 3/4 ROD 9'-117/16" 'Q T.O.ROOF EAVE N T.O.ROOF EAVE 2 3/4'NUTS � /4 R 7z 2 Y WASHERS 2 7 WASHERS 0 9'-19116' U_ T.O.WALL PLATE T.O.POCKET Z z 0 0 LU CC 6.5"SIP WALL BY OTHERS 6.5"SIP WALL BY OTHERS z� CV o � o `co Z zzm RAFTER AGAINST WALL DETAIL 2 Scale: 1 1/2" = 1'-0" DIMENSIONS FROM INSIDE DIMENSIONS FROM INSIDE FACE OF FRAMING FACE OF FRAMING -2 s` LDo Jk 0'-0" T.O.SUBFLOOR T.O.SUBFLOOR Q Zi J 19'-1y4" - 9Y" 19 1% 0 \ � �0) o / > 0 � Z O QU � UZ W 39'0"2X6 FRAMING IN IN U BENT 1 U) Scale: 1/2" = 1'-0" BUILDER TO CONFIRM a as ca c o CO �c 1 CO w O z LU ° 0 z .7J L,_ LL E cu 0 �- 0 WU co 0 O Z 06 Q 9'-19116' Cr T.O.WALL PLATE O m z m w z iz LIJ MW w W � � 00 r LVL HEADER DESIGNED BY OTHERS a N o � W LO Cf) O N O PROJECT- DRAWING NUMBER 17-A-015 3 RAFTER BAY E Scale: 1112"= 1'-0" SELLERS TR EY S AL e.:......._..:....:...........- - .... ..- 13 °r- NE4V r � CRY � sts tf? Y M 12 - — 12 t-^ SM RS'IIWMLS1iA7CUTRALENGINF RS PC rn o I � 65 Huntington Rd,Suite 201 p o 6 6 L Z 802.497.1174 www.STS-Engineers.com w = o Richmond,VT 05477 O p ar 241$ C? I 9 Z = O} o CJ770 � m 26.560 26.560 >- C N � Y o tm It i a n of NYS Education LtiW t H A �, ,-rm'� -� -.' L = ricle 1 „ eCfiioh 7209 for any ff� v- 6rson..' ess he is"�rCfing under the >�' ('jy , L.l.l a� ,t, �, d I on of t3 tiCeh$ad professiotldl �'.? U` It c engineer fo alfet this item in.any Wo'y,. £ 1O n •gyp{� •tl � 0 32„ _U c'M ^f'l .f 11 �`C r�} co ! :l ,p,, Y,SJ� • LL Lo UD EL n�dght012 NEW All fights reserved. All mateaed '} eissnWan d not to be reproduced without permission Ft=0.75 3"LIFT �� 3"LIFT Lu 11714 1NEEQ o 0 2G1,5.5x9.5 e e 262,5.54.5 -° 0 en _CD T.O.ROOF EAVE m Z O 9'-19/16' 00 T.O.WALL PLATE 9'-1 9116" uEd T.O.POCKET 0 Z Z O 6.5"SIP WALL BY OTHERS 6.5"SIP WALL BY OTHERSAr > w STRUCTURAL WALL BY OTHERS a SUPPORTS TRUSS o rn `co 17 i� Z ° DIMENSIONS FROM INSIDE FACE OF FRAMING DIMENSIONS FROM INSIDE FAKE OF FRAMING 0'-0" _ _ y I — — _ _ _ T.O.SUBFLOOR — 39'-0"2X6 FRAMING IN-IN Z L 0 BUILDER TO CONFIRM � Ln 13 0 \ -C On 0) � / > r O Q �- = ti rn U Z BENT 2 .E Scale: 112" = 1'-0" 12 12 w � U 6 6 Cn 26.560 26.560 �5 2 `a V CU / 3 o s ® Y W W FI"O.Tb 1+0.75 / z 3"LITT 3"LIFT o o a Z a U L0 O ►LL.— t1 `co to 9'-117/16' a, •m -o E m O H- o Lj 1>1 o3G2,9.5x13.5 0 T.O.BEAM 361,9.5x13.5 ME 8'-101/2" , 0 L] U_ o M � � T.O.WALL PLATE 3'-7%" 7y2" 3'-3yl6" 7Y" 3'-3y13 7y" 3'-3yl6 7y2'. 3'-3 16" 7�" 3-12Y32" 7�" 3' 12 32" 7�" 3'-12 32" 7y2° 8.422 z W � N Q CX o zW W W o � 6.5"SIP WALL BY OTHERS 6.5"SIP WALL BY OTHERS _CD 00 o� r 0 0 � 50 Eo o N W LO U) O N O ° DIMENSIONS FROM INSIDE FACE OF FRAMING DIMENSIONS FROM INSIDE FACE OF FRAMING PROJECT- DRAWING NUMBER 10'-73y32' 7'-1122' 01-0 19'_1y4.' 9y2.' 19.-1y4.' 5�" 17-A-015 T.O.SUBFLOOR 39'-08 2X6 FRAMING IN-IN 2 BENT 3 BUILDER TO CON FIRM T- 1 02 Scale: 1/2" = 1'-0" 77 S ELLER! 1rR E Y B A L SLS p j N M - SETTERS 7REMLSRAJC 1URALINGINEEFtS PC v o 65 Huntington Rd,Suite 201 c� 0 7 Richmond,VT 05477 p �ti 31'7 32 802.497.1174 I www.STS-Engineers.com 3 z E U 2" 7 2, 3,3�6" 7y2" 2 T-3Y16" 7�� 3,3 16" 7 3�_3 l6 7 2 3"12 32 7� 3' 1232" 7�„ 3' 12 2 73, 8 0 16" 7�" 3 3�6" 7� 3,3�6" 7�" NAV.• £ a .C,Q� R TpyQ CCN 10' OIL 10' °° U` � V- rn L rn 3 T.O.TOP OF THE BEAM T.O.TOP OF THE BEAM W o c 4G1, G1 o 0 9'-21/2" - - Z5 z T.O.WALL PLATE ® T.O.WALL PLATE ® ® {i1.-. _ Eco o E c> 1 N 08.776 , W 00 lL 1(j Z00 6.5"SIP WALL BY OTHERS WALL BY OTHERS SIP WALL BY OTHERS ; if t a 1 not N'Y$Education Love /{rficle 1• ,Seddri 72x9 for any ?Yrwn,, ` ess he is Octing under'the' 11 on of ollmrivem prafjessit l d copyright®2012 NEW Aft rights reserved. t�ir12�'t Il�et tt}it'1 •„ in jl dY- All material contained within is property VNEW and not to 9 be reproduced without permission LU O Bn \ O 1 DIMENSIONS FROM INSIDE DIMENSIONS FROM INSIDE 0 FACE OF FRAMING FACE OF FRAMING o a � 6'-116" 72" 16'-3 32" 6'-3232, 6' 11 96" 72.. o ALL 5Y2 z z 0 T.O.SUBFLOOR T.O.SUBFLOOR LU LU o: 30'-622"2X6 FRAMING IN-INS BUILDER TO CONFIRM o z BENT 4 - 2 BENT 5 Scale: 1/2 - 1 -0 Scale: 112" = 1'-0" z C6 0 N ro o > °M 0Cn U_ `° r, 12 = 12 O a Z' >_ _ z 6 6 W 26.560 26.560 M 22-'11/32 0 0 2 5 �' B f 6��95 ca ca hw.75 W.75 O 3"LIFT Z3"LIFT mad z O fn w a 10' T.O.BEAM o o j' �— Ll iT '0 0 6G1,9.5x13.5 ® ® 6G2,9.5x13.5 ¢ E m Ll x 8'-10112' o T.O.WALL PLATE O 0 o ,Amaxx •c cu 3'-8" 72" 3'-3 16, 72 3'-3 16" 72.. 3.-3y6" 72„ -3'-3&"- 7Y2"� , --3'--12y32.. 72 3'-1232" 72" 3'-1232" 72 7'-102 32 z W � � 3 A O 19'-1 4" z j 6,5"SIP WALL BY OTHERS 6.5"SIP WALL BY OTHERS 3 d" C) �-- m WALL BY OTHERSm LLI z w o M w o W o rr ■ . . o_ o Eo Eo 00 r H a N 0 ___ W Lf) DIMENSIONS FROM INSIDE ° DIMENSIONS FROM INSIDE Li FACE OF FRAMING FACE OF FRAMING N O 5y2„ PROJECT- DRAWING NUMBER 19'-1y4" 92" 10'-7322" 7'-11232" o'-o" OL — — ULi — — — — — T.O.SUBFLOOR 17—A-015 39'0"2X6 FRAMING IN IN BUILDER TO CONFIRM 3 BENT 6 T- 1 03 Scale: 1/2" = 1'-0" .. .' .. .. SELLERS TR E Y R AL = �0.00 �� Aw � P X' R � ��� S t Ln M _ 12 4p > NM 12 = SMERS'II LMLSIIUUCRJR4L1NG VMZS PC "+� 'It U lt! 65 Huntington Rd,Suite 201 p t rr 6 6 �' " Richmond,VT 05477 O p o ti ��jf 802.497.1174 I www.STS-Engineers.com 3 z c o E - — ° o 26.56° 26.56° o8770 c N CD} C +- •'a '. It a 'of NYSEdu1*6tiontow �� : t. +a �, d Article.l eCtipn 7 9 torany ;, < e4 CD erso—n. ' SSStl8�StlCtitf OtlCled'fift8 Y''" W L , 3 i on oft lic4Mt6d professional l enginerto offer this item in Jany ttia W Z 0377 G� <�'e ' a LL Lo ms`s' z a ''T4e s Copyright©2012 NEW All tights reserved. All material contained within is property of NEW and not to 1 he reproduced without permission Fk0.T5 FF0.75 / 3"LIFT 3"LIFT Lu o I m ° ° ° 7G1,9.5x11.5 _� e e 7G2„9.5x11.5 ° e 9'-117116” _ Cl 314'R D �-- 314'ROD Z T.O.ROOF EAVE � rn z 3a Nurs o z 4'NUrS 2 2'WASHERS 2 2'WASHERS F- _ 9'-19116" J4 9'-19116- T.O.WALL PLATE T.O.POCKET CC 0 U- z z O 6.5"SIP WALL BY OTHERS 6.5"SIP WALL BY OTHERS a r\ o iT rn O 2 0 DIMENSIONS FROM INSIDE DIMENSIONS FROM INSIDE FACE OF FRAMING FACE OF FRAMING 92" 19'-1y8" 0'-0" _ _ _ _ _ _ T.0,SUBFLOOR 39'-0"2X6 FRAMING IN-IN o co Q BUILDER TO CONFIRM BENT 7 C 1 0, u, Scale: 112" = 1'-0" o o rn L� > Z p ate } 0) u z - _ Rt 12 = 12 12 = 12 0 (0 6 6 6 6 C) 26.560 26.560 26.560 26.560 NIS 3?" NISco CD \ 3?" 414 n U (a (d ® ® EXTERIOR FOR INSTALL BY OTHERS O ® T Y C ° 5 ° ° ° 60 0 e 5 ° ° o 719 127 12'-513116" I�1r� 314 OD 314 ROD 12'-513116" 4' D w `�'• T.O.WALL PLATE T.O.HEADER 2 314'NUTS 2 314'NUTS � 2 314'N � T.O.ROOF EAVE 1• z r wASHERs 2 2'WASHERS '�11s T.O.ROOF EAVE z r WASHERS Z 34'ROD Q 2 314'NUTS 2 2'WASH RS BUILDER TO CONFIRM o_ d LVL HEADER DESIGNED BY OTHERS LVL HEADER DESIGNED BY OTHERS O Cr z 2,0, - 2'-0" ►� �-—2'-0" 2,0" Z U- EUi ' 23-0 FRAMING IN-IN o � � � 6.5"SIP WALL BY OTHERS 6.5"SIP WALL BY OTHERS U _E Ri O 0 � � UL o � Z O � 3 O Q) Z U ry :N c cN W _ o CO M m 0 o � o LLJ _ q > LLJ 06 tY W T_ H a N W O N a a 0 PROJECT- DRAWING NUMBER BUILDER TO CONFIRM 7-A-0 5 0'-0" _ _ _ 0'-0" OIL T.O.SUBFLOOR T.O.SUBFLOOR 23'-0"FRAMING IN-IN o o o D WINE PRODUCTION QTY=4 0 o o o 0 3 PORCH QTY=3 p 7 - 1 m4 2 Scale: 1/2" = 1'-0" Scale: 1/2 - 1 0 - SELLERS TR EYDAL � t)F NE C. SL vi .102 14 co CF� j- SMEFtSTWML"WCMULENGWMtSPC v chi (� 1 LU 65 Huntington Rd,Suite 201 O o C71 'U Richmond,VT 05477 O p d 802.497.1174 1 www.STS-Engineers.com 3 z rn E tt a I n of NYS Education Lava w Ar de 1 ,Section 7209 for any n�*���� '^ ¢; � yL. ( d erson, ess he is dotino ander"thy �;�•�� r+ l F; -y '.0 � c ori',of b lcensod professiondi :. >ngineer to offer tMis,itern in any way, %� c` o� r 00 co m LU Z Z7 E Copyright©2012 NEW All rights reserved. All material contained within is property of NEW and not to be reproduced Without permission W C m Z O •- O W Z Z T.O.UPPER BEAM ® 0 o e Lj 0 T.O.UPPER BEAM ARP1,7.5x11.5 BRP1,7.5x11.5 FRP1,7.5x11.5 F-0-09 0 0 0 W 0 o e o ® 1.00 •`S S S o e- ,� 0 0 0 0 0 0 o e e o 9y2" 8'-10yl6„ 7y2.' 9, 3/16„ 9Y 10' Cr v) M L Cu0 CL T.0.FOOR > > � / \ CC1,7.5x11.5 z O Q - } 0 u z STRUCTURAL WALL BY OTHERS Z W U r� v 0 O CZ- 03 � U tB N C _ Co a> 9y2" 18 84 gy2-- 16'-11y4" 0 9�" 9'-11�" 9�„ 3 0 LU 48'-9y4" Q a z � z U O W O Of 2 0'-0" OL L CL U T.O.SUBFLOOR o EL1- ) v ¢ E cz MD �MD D ) D� D4 U D�O �� occ z � �U. o z Z p ¢ Q I--- m Uz WW SECTION 1 SECTION 1 W 00 Scale: 112" = 1'-0" o N W LO U) O N O PROJECT- DRAWING NUMBER 17-A-015 ..+� SELLERS TREY SAL <S1 oF NEFVk T)4 <I sts cli 00 T- �� s t p -- -- -- - — -- -- ING 1N PC � � 'II�Y&1LSIIZIICIURA � � a, � SIIIIILS L I 65 Huntington Rd,Suite 201 p 25 �O -- - ------------ - - - - -------- - ----- ------- - - ----- v .� Richmond,VT 7 0547 g 5 N 2Gj 802.497.1174 vrnw.STS-Engineers.com zE Lo 0 Ep N a yy if a n of NYS>duaatibn ttlw a"a<t .L rq� j 4.0 N a, Article 1 SoCtior172019*any `aj 0 3 etsbn, e§sb.e is mfing arided ti le j`• �'n -, 1 sso'd r . vionfCetsed Srofe . w a, engineer to alter this,itern in tiny vi _ Z I , Tl 11 E o o rn a S ao C C C? C.1 a CoO Co („ CD Copyright 0 2012 NEW All rights reserved. N All materia/contained within is property of NEW and not to be reproduced without permission 0 o � W D L } I-- CQ Z O ti Z O LL Z 2 ^B6 � tt 6G1 1c13.5 — 6G2,9.5x13.5 Do co -- LU W30 RW 0 0 0 RX8 1 "XB H=1.00 16"X H=1.00 ® 51 H=1.00 5/16 8 H=1.00 5116'X8 1.00 7Y 2 TY 2 5/16"X6 H=1.00 5 H=1.00 QTY 2 H=1.00 QTY 2 3'-8' �2.. 3.-326 72" L CiZ Un W 90o RW30 /1 516"X ^ _3'-326 72" 3'-32s" 72 3'-326" 72" 3' 1222" 72" 3''12 32"_ 7y2 3'-1212"— 7" ^ FRAMING ATTACHED TO TRUSS TRIM AS REQUIRED B5 B5 BY OTHERS BY OTHERS o (� Lp Ln �_ tv ¢ !f K J N U o t �� / V U U co U U U co LL > -C 0 a + } F rn UKt Z STRUCTURAL WALL BY OTHERS BELOW TIMBER JOIST �^ CR g SUPPORTING RIDGE POST,LOW ROOF, vJ ' 8 FLOOR AND WALL ABOVE DETAIL OFFICE WALL n -N - - - - - - ^B4 2 Scale: 11/2" = 1'-0" H=1.00 T1 X 72. 3'-8" _ x 3'-336" 72,. 3'-326" 72. 3,_326" 72.. 3.-326,. 72" -3--1222" 72" 3' 1222" 72 3-12 Y32" 72, 7'-102 32" 3 U C OPEN TO BELOW I 0 U U' CU Y C Q) RW30 0 H=1.00 19F H=1.00 511 "XB H=1.00 5116" 8 Oo H=1.00 19IX83 H=1.00 5 1 H=1.00 QTY 2 H=1.00 5/16"XB 0 H=1.00 Q 16'28 W U' Q Z ^B3 — 3G1;9.-5)d3.5 — ^B3 LLJ v a o a rr = Z a. U Detail ¢ E cu o rY zco o U LL O O Z I _ 0 FIRST FLOOR PLAN SHOWN BELOW Z cr oO m m o 0 � w 00 r F- O < N W U-) co O N O ^g2 — — — — — — — — — — ^B2 PROJECT- DRAWING NUMBER 77 17-A-015 FLOOR PLAN Scale: 1/2" = 1'-0" T-300 SELLERS TR EY B AL of- NEIR TP S-t Ne S Ln C SFlM7CilML9DMKTURALINGPaXWPC CC ; o 11 LLu 65 Huntington Rd,Suite 201 p o Richmond,VT 05477 O ai 2� } 802.497.1174 1 www.STS-Engineers.com 3 z c rn E p � N 8776 �. _ C NCD L HEADER REQUIRED BELOW �t .a �� riot NYS education Cour <, ; . R° CD DESIGN BY OTHERSanyL "- 1..I L N Article 1• ,Section 7209 for � 1 r., co`D d erson, ess he is mfing Under the r rev %i .a W > N 4) on'.df i'fiCei`hdodprofessibrt I o 7�" 7�" 7�" 7�" 7Y2" 7Y2n 7�n k4nc�ine$r to after this lterYtPf C7n1�Y gsl ( f , U') T--r- —4'-75 4'-7y32.— �/ I 10'-117 6-713 6-713 5'713 6'35 ', �' +'Uj E a a C fh bo CO3 € N Co m a � �'t1;7G1 a L- Copyright®2012 NEW All rights reserved. All material contained within is property of NEW and not to "fo70%7 — + ��� be reproduced w fhouf permission rn W 7Y" 7y2" o _co 4'-7y32"' 4'-75/32" 4'-72 Y32" \ m L 7y2" RR R '4 RR FR,Sdoc11$ O FAZ,SdiA1$ -10O W HEADER REQUIRED BELOW z DESIGN BY OTHERS z 0 lot ti Uj a Ci z i z � 0 A(�4 J L, -C OA � M O (31 r-1 z 0 a � } rn U Z OPEN TO BELOW w SECOND FLOOR PLAN SHOWN BELOW HEADER REQUIRED BELOW (tf DESIGN BY OTHERS PORCH EXTERIOR TRUSSES(3) WINE PRODUCTION TRUSSES(4) I _N LC) N LA O U �t1Q8A1$ CIOU±±J�Ipl W-0 ■i?,6bA1$ o U Y 03 N O cli I I W Q N Q F' O o z a- C-) o U- U- 04 -NE cu •d) -O Q1 POST BY OTHERS BELOW i 0 cc O LL z o � �I ARt,S8t11$ AR2,6.bA1$ � Q O Z �n Cq N 0 m O } 0 m W Z O W W "BI ABI 00 Uj O Q N I W � O I — N O LPROJECT- DRAWING NUMBER ROOF PLAN 17-A-015 Scale: 5/16" = 1'-0" T-301 Blower door Must provide Manuals and ductwork D, J and S as per APPROVED AS NOTED testing required. NYS Energy Code DATE: (a a FEE: d BY: : NOTIFY BUILDING DEPART AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING'INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE PLUMBER CERTIFICATION 2. ROUGH - FRAMING & PLUMBING OWEAD CONTENT BFFCIi 3. INSULATION 4. FINAL - CONSTRUCTION MUST CERTIFICATE OF OCCUPANT:.V BE COMPLETE FOR C.O. SOLDER USED IN UVATEF ALL CONSTRUCTION SHALL MEET THE SUPPLY SYSTEM CANNO i REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR �X4'FEQ.2%100E-1% LEAD. DESIGN OR CONSTRUCTION ERRORS. PLUMBING COMPLY WITH ALL CODES OF ALL PLUMBING WASTE ,WATER LIMES NFFEJ NEW YORK STATE & TOWN CODES 1t5°��i>;?G�EFORc GOtinFt(t�C AS REQU RED AND CONDITIONS OF SOUTHOLD TOWN ZB,A SOUTHOLD TOINN PLANNING BOARD ELECTRICAL INSPECTION REQUIRED OCCUPANCY OR USE IS UNLAWFUL TRuAS PLACARDW13 R"-=:>RED WITHOUT CERTIFICA7 OF OCCUPANCY DO NOT PROCEED Villk FRMAING UNTIL SURVEY OF FOUNDATION LOCATE I: DRAINAGE INSPECTIONS ARE REQUIRED HAS REEIN APPROVED Contact TOS Engineerin!D at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been Installed to Code. �R IISiN REQUIRED BEFORE OPENING Sl I T I I �tD X E3U I LD I NC-7 DATA NOTE: X=12" IF DOOR HAS " MIN. IF DOOR NOTE: Y=48 BOTH CLOSER AND LATCH HAS BOTH LATCH AND CLOSER A-1 COVER SHEET, GENERAL NOTES $ PLUMBING RISERS CONSTRUCTION TYPE VB / 5 (IBC, GHAPTI✓R 5) PULL SIDE PULL SIDE I-x-I 2'MIN I I II II 54" MIN,GLAS5IFIGATION: MAX. AREA= 18,000 S.F. A-2 FOUNDATION PLAN $ NOTES MAX. HEIGHT 60'-0" / (2) STORIES A-3 FIRST FLOOR CONSTRUCTION PLAN NOTES $ LEGEND - - - - - OCGUPANGY CLASSIFICATION: ASSEMBLY - GROUP A2 A-4 SECOND FLOOR CONSTRUCTION PLAN, NOTES $ LEGEND I 1 AREA OF BUILDING IST FLOOR - 2,8�i3 S.F. I _ � � � � ( A-5 ROOF PLAN $ LEGEND FLOOR - 4-il S.F. X I I 2 MIN. I I I I PUSH SIDE I I ' _ > PUSu' SIDE- :2ND N I 1 A-6 SECTIONS $ D',ETAILS BASEMENT - 2,5c15 S.F. A-7 FRONT $ LEFT SIDE ELEVATIONS I I 1 1 I I � A-5 REAR $ RIGHT' 51DE ELEVATIONS _ - _ r /�-1 BASEMENT OCCUPANCY EGRE55 PLAN _ NOT Y=54",0THEN X=4:2"N36" NOTE: Y-S4 IF DOOR HAS CLOSER - OTE: IF (e) SEE SHEETS q 10 $ I) f-ORLATCH SIDE FRONT APPROACHE-SLIDING DOORS D ' FURTHER ANALY51 S A-10 FIRST FLOOR OCCUPANCY $ E6RE55 PLAN (�) (c) AND FOLDING DOORS A-11 SECOND FLOOR OCGUPANCY $ E6RE55 PLAN HINGE SIDE APPROACHES-SWINGING DOORS LATCH SIDE APPROACHES-SWINGING DOORS i JU "I A-12 FIRE RATING DETAILS 54" MIN. T, BUILDING HEIGHT TWO (2) STORIES $ BASEMENT x n ' -� NOTE: Y=48" MIN. IF DOOR I- PULL SIDE �. GENERAL NOTES AUTOMATIC, FIRE 5PRINKLERS: YES I C\`\�j I F I I HAS CLOSER I /� BUILDING U5E WINE TASTING I ( I I �- - - - - --- - -� I. GENERAL BEFORE TO FIELD CHECK ALL EXISTING PL.UMBIN& CALCULATIONS AS PER IPG TABLE 405.1 I I I I I I o D I REGT I OI "� OF CONDITIONSS BEFORE COMMENCING WORK. 2. GENERAL CONTRACTOR SHALL COORDINATE ALL ARCHITECTURAL, A2 OCCUPANCY: _ >- I PUdH SIDE AFF STRUCTURAL, PLUMBING $ MECHANICAL WORK. 15 '.4 0 TOTAL OCGUPANT5 / 2 = '15 OCCUPANTS PER SEX L� I I " PREF RRED 2 MIN. 3. ALL WORK SHALL COMPLY WITH THE 2015 NYSUG,2017 18" MIN. NYS FRONT APPROACHES-SLIDING DOORS SLIDE SIDE FRONT APPROAGHE-SLIDING DOORS I u SUPPLEMENT LOCAL CODES / ORDINANCES HAVING JURISDICTION. AND FOLDING DOORS AND FOLDING DOORS SEPARATE ` 4. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR ANY DAMAGE SEPARATE FACILITIES REQUIRED PER IPG 403.2 SUSTAINED TO EXISTING BUILDING, PLANTINGS, ETC. DURING CONSTRUCTION. CONCRETE � MASONRY: $ WOMEN'S TOILETS_ NOTE: -_ ALL DOOR ACCESS II B I L I TY DETAILS SHALL 1. CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH I PER 75 FOR (a) FRONT APPROACHES-SWINGING DOORS COMPLY WITH ICG/ANSI A11-7.1 2001 EDITION THE LATEST A.G.I. SPECS. Fc=3000 P.5.1. MIN. AT 28 DAY TEST. 75 OCCUPANTS / 75 = I TOILET REQUIRED PER SEX (A.C.I. 318-63) ACTUAL FIXTURE COUNT: I TOILET PROVIDED FOR EACH SEX 2. ALL EXTERIOR WALLS, FOOTINGS, COLUMN FOOTINGS SHALL DOOR A C G E S S I L I TY D E T A I LS BEAR ON UNDI5TURBEiD VIRGIN SOIL HAVING A MIN. BEARING J` - SCALE: NONE ON 1.5 TONS PER 50. FT. f 3. NO CONCRETE SHALL BE PLACED ON FROZEN GROUND, CONCRETE MEN'S $ WOMEN'S LAVATORIES: PLACED IN WINTER TO BE.PROTECTED IIN ACCORDANCE WITH I PER 200 �� STANDARD CONSTRUCTION PRACTICES. 2015 IBC TABLE .505.11 J / K 4. MASONRY UNITS SHALL BE HOLLOW LOAD BEARING TYPE G-10. 75 OCCUPANTS / 200 = I LAVATORY REQUIRED PER SEX INTERIOR WALL AND..CEILING FIN15H REG2UIREMENTS BY OGGUPANGY � p rdV 5. ALL MASONRY WALLS SHALL BE REINFORCED WITH "DURO-O-WALL" ACTUAL FIXTURE COUNT: I LAVATORIES PROVIDED FOR EACH SEX SPRINKLERED NON-SPRINKLERED 1 1 Y REINFORCING EVERY OTHER COURSE, CONTINUOUS TYPE, UNLESS GROUP EXIT ENCLOSURE AND b CORRIDOR5 ROOMS AND K EXIT ENCLOSURE AND CORRIDORS ROOMS AND / OTHERWISE NOTED. EXIT PASSAGEWAYSa, ENCLOSED SPACES EXIT PASSAGEWAYS ENCLOSED SPACES a`�f p� 2 X615 C 6. REINFORCING STEEL 'TO BE NEW BILLET STEEL INTERMEDIATE SERVICE 51NK = I REQUIRED, I PROVIDED A-5f, A-4, A-5 B B G A Ad G GRADE CONFORMING TO A.S.T.M. A 305-DEFORMED BARS. z �� 1. ALL REINFORCING TO BE HELD IN PF-516N LOCATION BY MEANS DRINKING FOUNTAIN / WATER DISPENSERS PER IPG 410.4. B, E M, R-I, R-4 B G G A B 4y- all': Ia- OF G APPROVED DEVICES. 8. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS DRINKING WATER 15 SERVED FREE OF CHARGE F G G G B G G ROOF- 1� 4" VTR_ UNTIL SUPPORTING FLOORS OR TEMPORARY BRACING HAS BEEN 5 G G G B B G z t tEN'S TOILET L„ ' CONSTRUCTED. �_ 1 2 � I I/2 W 1 MEN S TOILET II II 1. WALLS TO BE PROPERLY BRACED UNTIL SUPPORTING FLOORS OR LOCATION MAP a. GLASS G INTERIOR FINISH MATERIALS SHALL BE PERMITTED FOR WAINSCOTING OR PANELING OF NOT MORE THAN 1,000 SQUARE FEET OF APPLIED SURFACE W•G• LAV. "21T �1 1/2" ROOF TRUSSES HAVE: BEEN CONSTRUCTED. AREA IN THE GRAPE DIRECTLY TO A NONCOMBUSTIBLE ASE OR OVER PURRING STRIPS APPLIED TO A NON COMBUSTIBLE BA5 , N 4 FIREBLOGKED AS REQ�RED BHESE TIONLIED DIRE E B 10. CONCRETE FLOORS SHALL HAVE HARDENER AND SEALER, FINISH b. IN EXIT ENCL05URES OF I BUILDINGS LESS THAN THREE STORIES IN HEIGHT of OTHER THAN GROUP 1-3, GLASS B INTERIOR FINISH FOR NON-SPRINKLERED O TO BE STEEL TROWELED. cRECUIREMENT5 FOR ROOMS AND SPACES 1 I/2" 1 1/'211 _ ._ - 1st f'Lr2 F.D. - B D GS AND GLASS G INTERIOR FI 5 OR SPRINKLERED BUILD NG SHALL BE PERMITTED 11. ANCHOR BOLTS SHALL BE HELD IN PLACE BY MEANS OF TEMPLATES._;; REOUIRED FOR STRUCTURAL ELEMENTS, HD NGLOS ING PARTI TIONS SHALL EXTEND FROM THE FLOOR TO THE CEI NG. PART ITRIONSETHAT DOENOT COMPLY WITH - F.D. _ I _ 12. PROVIDE MASONRY ANCHORS AT THE END OF ALL BRIDGING LINES. C i THIS SHALL BE CONSIDERED ENCLOSING SPACES AND THE ROOMS OR SPACE ON BOTH SIDES SHALL BE CONSIDERED AS ONE. IN DETERMINING THE - - 1" - MISCELLANEOUS: AIPPLICABLE REQUIREMENT5 FOR ROOMS AND ENCLOSED 5F,6-ES, THE SPEGIFIG OGGUPANCY THEREOF SHALL BE THE GOVERNING FACTOR REGARDLESS OF (y E GROUP CLASSIFICATION OF THE BUILDING OR STRUCTURE. I. THESE DRAWINGS AND SPECIFICATIONS, ARE INSTRUMENTS OF '�� d. LOBBY AREAS N GROUP - I A-2 AND A-3 OCCUPANCIES 5H,NLL NOT BE LESS THAN GLASS B MATERIALS. - n11 4 II SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. � �i{' e. GLASS G INTERIOR F�15H MATERIALS SHALL BE PERMITTED IN PLACES of ASSEMBLY WITH AN OCCUPANT LOAD OF 300 411 F WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED GRADE OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT p ` , . f. FOR PLAGE:S OF RELIGIOUS WORSHIP, WOOD USED FOR ORNAMENTAL PURPOSES, TRUSSES, PANELING OR CHANCEL 4 BY WRITTEN AUTHORIZATION OF THE ARCHITECT. �; FURNISHING SHALL BE PERMITTED. B�.SE`It ,r JAN. 2. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR WORK NOT rip,, : g. GLASS B MATERIAL IS REQUIRED WHERE THE BUILDING EXCEEDS TWO STORIES. CONSTRUCTED ACCORDING TO THESE PLANS OR NOT UNDER H15 ,,{ h. GLASS G INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN ADMINISTRATIVE SPACES. -FI/2" PERSONAL SUPERVISION. GLASS G INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN ROOMS WITH A CAPACITY OF FOUR PERSONS OR LESS. ` 48 INCHES ABOVE THE FINISHED �" 3. ALL EXTERIOR JOINTS AROUND NINOOY45 AND DOOR FRAMES, Ilk J. C MATERIALS SHALL BE PERMITTED AS WAINSCOTING EXTENDING NOT MORE THAN - OPENINGS BETWEEN YVALLS AND ROOFS/CEILINGS AND BETWEEN WALL FLOOR N CORRIDORS. F THIS T OPENINGS AT PENETRATIONS OF UTILITY SERVICES THRU 4 I O PANELS, i; PROVIDED FOR IN OTHER SECTIONS O T S CODE: k FINISH MATERIALS A5 P APPLIES WHEN THE EXIT ENCLOSURES, EXIT PASSAGEWAYS, CORRIDORS OR ROOMS AND ENCLOSED SPACES ARE WALLS, FLOORS, AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE HOUSE TRA, PROTECTED BY A SPRINKLER SYSTEM INSTALLED IN AGGGRDANGE WITH SECTION 103.3.1.1 OR 103.3.1.2. I' SO,hN I TARP BUILDING ENVELOPE SHALL BE GASKETED, CAULKED, SYSTEM WEATHERSTRIPPED OR OTHERWISE SEALED. SECTION 804 INTERIOR FLOOR FINISH 4. HEATING DESIGN IS BASED ON 6000 DEGREE DAYS IOliB F '. 804.1 GENERAL. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL COMPLY WITH SECTION 804.2 THROUGH 804.4.1. OUTSIDE DESIGN TEM=. 70%8 F INSIDE DESIGN TEMP. F L U�5 I N C7 RISER SCALE: NONE ENERGY CODE NOTE: SU:B.JEGT SITE EXCEPTION: FLOOR FINISHES AND COVERINGS OF A TRADITIONAL TYPE, SUCH AS WOOD, VINYL, LINOLEUM OR TERRAZZO, AND RESILIENT FLOOR COVERING ; . MATERIALS THAT ARE NOT COMPRISED OF �I (. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL ....: . . ,A FIBERS. I `� I T �i �Y �ASTE JUDGMENT, THESE PLANS ARE IN COMPLIANCE WITH THE IEGG 2015. ELECTRICAL: 804.2 CLASSIFICATION. INTERIOR FLOOR FINISH AND FLOOR GOVERIN6 MATERIALS REQUIRED BY SECTION 804.4.1 TO BE OF GLASS I OR 11 1-4ATERIAL5 SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253. THE CLASSIFICATION REFERRED TO HEREIN GaRRESPONDS TO THE GLASSIFICATIONS DETERMINED BY NEPA 253 AS OF THE BOARDLO BFIRE UNDE ACCORDANCE AND LOCAL QODESENTS "x FOLLOWS: GLASS I, 0.45 WATTS/CM2 OR GREATER; GLASS II, 0.22 1^lATTS/CM2 OR GREATER. - 4" VTR. 4" VTR. PLUMBING: AN APPROVED AGENCY IN ACCORDANCE z ROOF t - -p G¢• RER OR SUPPLIER AND STYLE, AND SHALL 9 211 804 3 TESTING AND IDENTIFICATION. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL BE TESTED POLYVINYL CHLORIDE (PVC) PIPE. l . INDICATE THE INTERIOR FLOOR E3 ISH OR FLOOR COVERING CLASSIFICATION ACCORDING IDENTIFY SECTION 804N2 G RET-TYPE FLOOR COVERINGS SHALL BE TESTED __L__� -________________�2 I. HOT >� GOLD WATER PIPING, Y ) ,. 5 I ASTM D 1785; ASTM 17 2241; ASTM D 26'12; CSA-513-7.5 gp�� 11 LNALO USE, INC G THE INFORMATION PROVIDED IN THE MANUFACTURER'S PRODUCT IDENTIFICATION LL i I - -----i---------- 2m______-, 2. VENT $ WASTE PIPING TYPE "DW" POLYVINYL CHLORIDE (PVC) `�, BE FURNISHED O THE GODS ENFORCEMENT OFFICIAL UPON REQUEST. 2" 2111 I I POSED FOR INCLUDING UNDERLAYMENT TEST REPORTS GOIJFIRMIN N O PIPE. ASTM D 2665; ASTM D 2141; GSA-8181.2 x,199 804.4 INTERIOR FLOOR FINISH REQUIREMENTS. IN ALL OCCUPANCIES, INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS IN EXIT ENCLOSURES, EXIT D 3. PIPE FITTING, POLYVINYL CHLORIDE (PVC) PLASTIC. U 5 �OMF. SINK N1 PASSAGEWAYS, CORRIDORS AND ROOMS OR SPACES NOT FrAN i I D I SPLASH GUARDS ASTM D 3311; A5TM D 2665; ASTM F Ib66 "`" - SIDE OP THE CEILING SHALL WITHSTAND A MINIMUM K I K I I. REF. HAND SEPARATED FROM CORRIDORS BY FULL HEIGHT PARTITIONS EXTEN7IN6 FROM THE FLOOR TO THE UNDER IN I 51N I R P HEATING $ VENTILATION: CRITICAL RADIANT FLUX AS SPECIFIED IN SECTION 804.4.1. - GLA55 QC O 1. L HEATING 4 VENTILATION SHALL BE INSTALLED IN RES, EX ORS 1st ICE GLA55 AL SHALL T BE LESS THAN SS G - AN - D THAN SS III GROUPS A,I B, E,IH,EI--4, M, R-I, R-2 AND 55 N ALLAAREAS,FLOOR X PLR 1 1/211 Ii j2" ACCORDANCE WITH THE 2015 NY5UM0 4 2017 NYS SUPPLEMENT R AND F A LESS COVERING MATERIALS SHALL COMPLY WITH THE DOG FF-I AND TEST" (SPSo I(bN GLARE PART N 630RP 804 4 2 MINIMUM CRITICAL RADIANT FLUX INTERIOR FL 15H . WASHER SAFETY: F.D.D DF.D. O G O D � FF.D. P I. ALL EXITS SHALL BE MARKED WITH SIGNS IN ACCORDANCE WITH E 1.2, CLASS II IND, IND. IND EXCEPTION- WHERE A BUILDING 15 EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 103 3 I I OR 103 3 A IND IND THE 2015 NYSUG 4 201'1 NYS SUPPLEMENT. MATERIALS ARE PERMITTED IN ANY AREA WHERE GLASS I MATERIALS ARE REQUIRED, AND MATERIALS COMPLYING WITH THE DOG FF-I "PILL TEST" (CPSG 16 WA5TE WASTE WASTE WASTE WASTE 2. ALL EXIT DOORS SHALL CONFORM TO 2015 NYSUG $ 2017 NYS }�I GFR, PART 1630) ARE PERMITTED IN ANY AREA WHERE GLASS I1 MATERIALS ARE REQUIRED. .. SUPPLEMENT NOTE: TO 5. 5 ETERS O BE 8" ALL DESIGN LOADS � GRI TER I A 4") -- C.O. APPROVED ALL EXIT SIGNS TO BE ON SEPARATE CIRCUITS, LETTERS T GREASE HIGH. 15 TO BE GOMfi LETED BY OTHERS TRAP NOTE: _ P L U M EII ' "� SCALE: NONE THESE PLANS ARE DESIGNED IN ACCORDANCE ROOF ur 4" VTR. - W I TH $ COMPLY WITH THE 2015 NYSUG I NCLU51 VE NOTE: z \ OF THE 2015 IRC: IBC IPG IMG IFGG IFC IPMG NFF'A IB SF'RlN<LER SYSTEI-1 IS TO B a WINE PRODUCTION AREA T� _: `l � �T 10 I� 1: F.D. IEBG $ 201-1 NYS SUPPLEMENT AS APPLIGABLE TO INSTALLED AS F ER 2015 I BG / 201-7 54" MIN. 1st FLR 14 Sq"-41" lL THIS SET OF DESIGN DOCUMENTS UNI FORM SUF FLEMENT. SPRINKLER PLAN 42" 12" AX 60"MIN. � I 211 SHALL BE SUBM 1 TTED TO BU I LD I NC7 56"MAK. 1811 1, 4211 IS° 4" FAI I PLEASE BE ADVISED THE COMPLIANCE GERTIFIGATION 15 BASED AREA GALGULATIONS: DEPARTMENT AFTER CONTRACTOR HAS � � �a �� 12" 24" "IN GRADE o 4;1 MAIN MAIN MAIN ON PLANS AND SOLE-Ll FOR THE PURPOSE OF OBTAINING � BAAS MIN. MIN �y BASEMENT DRAIN DRAIN DRAIN BU I LD I NO PERMIT. IN ORDER TO COMPLY HI TH TOWN GUIDELINES FIRST FLOOR: 2,8ci3 S.F. BEEN 5 1- GT D FOR ADDITIONAL AGENCY To,' Fz r 2" 211 21' ADDITIONAL INSPEGTIONS ,AND TESTIINO MUST BE DONE TO OBTAIN SECOND FLOOR: 471 S.F. APPROVALS �' PSR m '-' pOlu m k� !� GERTI F I GATE OF OGGUPf-�NGY TOTAL: 31364 S.F. m m r m FIN.FL. NOTE: TO 411 G•O• BUJ I LD I NG PLANS, FOR APPROVED J,4:NN I NO I NYARD FRONT COVERED ENTRY: 60 S.F. . �•ytED Ak REAR PATIO: 850 S.F. MECHANICAL SYSTEM 15 TO HAVE 48 MIN. Noce;IN SOME GASES FRONT \/IEW SYSTEM Y HOUSE TRAP �� J. C TOILET! SINK MAY BE C7 151115 G.R.48 SIDE VIEW LaATIRON MA�c�HANSE. Q�' �� @§,� C , f;. GUTGHO6UE,NY COVERED CRUSH PAD: 3-75 S.F. A RATI NC7 OF 5,000 BTU MAX. woe ' AS NOTED APPRCOVED BYI DRAWN BY. RK BA5EMENT: 2,751 S.F. TYP I GAL HANDICAP TOILET SPFG I FI GATI ONS PL U�MB I N� RISER SGA�LE: NONE � � DATE, 06-22-16 REVISED BY NOT- SCALE: 1/4" = 1'-O" NOTE. ALL TOILET ROOMS SPECIFIED AS HANDICAP SHALL MEET .1. ��� I /� }-�j }� SEE O G G U P A N G Y FLANS I G THE REQUIREMENTS OF A.N.S.I.AI17.1-2009 FOR PHYSICALLY P R O C E S S A S T ✓ `,1 . Y�U C/ p Ili G/G ti BLOWER DOOF, TEST, MANUELS D,,J $ S HANDICAPPED. 99 ��!!! 71 416 Ex re55wa Drive 5o. HedFord, N.Y. 11 165 (631) 654-4Q4q FOR FURTHER ANAL''1'S I S ARE REOU I RED FOR THIS PROJECT � �� 0p � COVER SHEET, NOTES DRAWItI i NUME3ER. � _ SUED FOR ARB 03.01.17 / REVI5ED 04.28.17 / ISSUED FOR PERMIT 04.5.18 / REVISED PER TOWN 05.21.18 / REVISED PER TOWN 05.31.18 / REVISED PER TOWN 06.04.18 / REVISED PER TOWN 06.c�6.18 EGRE55 DIAGRAMS CALCULATIONS IOB: # OF I2 - .0 15-014 C D B 101'-O" TYPI06L EXTERIOR TYPICAL GRAWLSPAGE 3'-0l' SLAB 0ON5TRUGTION SLAB GON5TRUGTION (V.I.F.) TOPPING AS PER OWNER 4" P.C. SLAB W/6X6-I.OXI.O WWM 2" P.G. SLAB OVER 3'-5 I/2" 2'-O" 3'-6 I/2" OVER WELL COMPACTED SOIL W/ 1/2" WELL COMPACTED SOIL W/ PERIMETER EXPANSION JOINT AT ALL 1/2" PERIMETER EXPANSION JOINT SLAB / SLAB OR SLAB / WALL AT ALL SLAB / WALL INTERSECTIONS INTERSECTIONS (MAX 36" FROM SLAB TO FLOOR UNDERSIDE) 8.1 Mom DIRECT O ' O SUMP HWH VENT EJECT FURN. - p 2X6 WOOD STUDS AT 16" O.G. W/ JAN. -1 (1) 2X6 P.T. BOTTOM PLATE 4 SINK MECH. (1) 2X6 TOP PLATE W/ R-111 BATT INSULATION Q = - - (1) LAYER OF 5/8" TYPE X GYP. BD. O O ON EACH SIDE O cV FINISHED AS PER OWNER lot-011 151 all I CRUSH FAD 30-70 TRENCH DRAIN MANN TRENCH DRAIN 3/4 HOUR TRENCH DRAIN MAIN TRENCH DRAIN IVA SL-A� I I I I I I I I I I I 1 DRAIN' 1 1 1 I I I SELF GLOSINS DRAIN' I III I I i t i-OU I`lL//-tT I O� "G" LABEL DOOR 772 _ O FIELD VERIFY EXACT LENGTH LOCATIONS -f0'-q FIELD VERIFY EXACT LENGTH LOCATIONS ¢ I BY OTHERS 8 I N _ LINE OF FLOOR ABOVE 63'-a" 11 7-O _ 4-O 3-O 2-O 8112-8 811 } } m m I q'-o" 4'-0" N.I.F.) 14 �I -71xx IIL OPEN TO ABOVELL O IL SEE STRUCT. DW65 IL D 10 BY OTHERS W zb I T ---I —I- 1— T -1 NOTE: 'i" M X IS / IN. RI �I I I I ( I NO SEPARATION REQUIRED BETWEEN d 11" MI EA I I I I I I S-2 4 A2 OCCUPANCY PER Y AN I UP I I I I I I IBC 2015 TABLE 506.4 a A O A I 21R 6" 6 1 � J_L_ L1J N 6 — .; I I/2" DIA. HANDRAIL 3ASEMENT JL B 4 },� /� �I U O HIGH G�ARD RAIL 42" rOUI` PAT OI`l NOT TO PERMIT A 4° BY OTHERS SPHERE TO PASS ' THRU m N METAL STAIR m i G AS PER CODE M FIELD VERIF� EXACT DIMENSIONS i�ASEMENT MAIN STORAGE / MECHANICAL m DRAI`•I . FIELD VERIFY TYPICAL EXTERIOR EXACT LOCATION - SLAB CON5TRUGTION m TOPPING AS PER OWNER 4" P.G. SLAB W/6X6-I.OXI.O WWM INDICATES OVER WELL COMPACTED SOIL W/ 1/2" SPIRAL COLUMNS PERIMETER EXPANSION JOINT AT ALL BY OTHERS TYP. N SLAB / SLAB OR SLAB / WALL HATCH INDICATES WALL w INTERSECTIONS DROAS REQ. TO HATCH INDICATES RUN SLAB OVER DROP TOP OF WALL TYP. AS REQ. TO RUN SLAB OVER TYP. B 811 31 1-y" 38'-6" 6'-6" M.O. 8'-11" —(2)2680 SELF CLOSING 3/4 HOUR RATED INSULATED DOORS AS PER OWNER N (2)3080 SELF CLOSING O INSULATED DOORS 2X6 Y!r.^OD FRAMED (V AS PER OWNER I HOUR FIRE RATED WALL SEE SHEET 12 all FOR MORE INFORMATION yll A< RISE 4" 1N. RIE HATCH INDICATES II" IN D FOUNDATION WALL o I I I I I I I I I I IUF F R 16,HT BY OTHERS TYF, LIFT BYCUSTOM INDUSTRIAL PRODUCTS (I HOUR RATED) (DRAINING # 0-56A1'I01A) r FIELD VERIFY ALL DIMENSIONS t REG.UIREMENT5 PRIOR TO O ANY CONSTRUCTION OR FABRICATION ry 1 1/2" DIA. HANDRAIL 34 - 38" A.F.F 4 42" HIGH GUARD RAIL NOT TO PERMIT A 4" SPHERE TO PASS THRU 25'-4" N.I.F.) 88'-011 NOTE: THIS PLAN 15 FOR DIMENSIONAL PURPOSED ONLY GOORD I NATE W/ STRUCTURAL PLAN BY OTHERS BUILDING PLANS FOR � > o � c .� 1 F ANY D 15GREF`ANGY EXIST. CONTACT �c�`y a T��� 1511'15 G.R.48 S 1I 1`�O Y I I`E)"ARD aTGHO6UE,NY ' � Q�� APPROVED BYI ARCHITECT ASAP FOR RECTIFICATION 5GALE1 AS NOTED DRAWN BY, RIG S�M E I �T FLAN SCALE: I/4"=I'-O" r DATE. 06-22-16 REVIseD BY . `` Robert .J. �1ruber a Arc h itoct NOTE: SEE BASEMENT OGGUPANCY / ECGRE55 PLAN FOR FURTHER ANALYSIS \ �`�.� n,•ya ��. 476 Expre,55way Drive So. MedFord, N.Y. 11165 (631) 654=4g4q r (d DRAH(1JG HUMBER. FOUNDATION PLAIN DETAILS 2 OF 12 155UED FOR ARB 03.01.17 / REVISED 04.25.17 / 155UED FOR PERK— 04.25.18 / REVISED PER TOWN 05.21.18 / REVISED PER TOWN 05.31.18 / REVISED PER TOWN 06,04.18 / REVISED PER TOWN 06,06.18 �� JOB, # 15-014 LEGEND G E N D m a7'-o" 2X4 INTERIOR WALL 2X4 WOOD STUDS AT I6" O.G. W/ E 2X4 BOTTOM PLATE 4 (2) 2X4 TOP PLATE W/ (1) LAYER OF GYP. BD ON EA. SIDE 14'-6" tt 4,-5„ '71 TOP OF WALL TO TERMINATE 42'-8 I/2" 12'-8 I/2" 6 I/2AT BOTTOM OF DECK MOMENT WALL FURR WALL FURR WALL N W/ GLAZING \ BY OTHERS AS REQ. TW3052 W/ AS REQ. 6X& P.T. POST ANCHORED TO m TW3052 W/ TWso52 W/ 2X6 INTERIOR W,4LL TWT3010 ABY. FOUNDATION WALL BELOW, TYP. I I000000a o- I. TWT5010 ABV. TWT3010 ABV. 2X6 WOOD STUDS AT 16" O.G. W/ (3) 13/4" XII 7/8" WOLMANIZED LVL DROPPED - r � -, I . ` .: 1.-. � (I) 2X6 BOTTOM PLATE $ RETAIL SHELVING AS PER OWNER (3j2X8 P.T. (2) 2X6 TOP PLATE W/ (I) LAYER OF I/2 F _- _ r _ -- i,5 1/2" DROPPED 5/8" GYP. BD ON EA:'SIDE TOP OF NALL TO r O z I _ AT BOTTOM OF DECK MINATE - ,1�%I 1 15 m, t Z R T I L a ' I GOVD - 10 I I �1TRY m Q I p TOIL ,� �-' LST_ \�D v � �R�� o � , "' I - 0 0 1) k t ; UL O 1 i p Ik i I 0 i _1 -j �? 0 Q QO, I . I BLUESTONE 1 U0 H q m I -- - - _ - 3080'J - x'3080 _ ------ ° X m K m q ITSTRUCTURAL INSULATED PANELSI P / - EXTERIOR WALL 5 1/2" 7',4" 4' 5" 7',.4° 23'-I" fq N z 0►li _ > I _ I/2" 3 12" Q w ►- v) I i DN cv BY OTHERS J „ - — FRAMING MEMBER, w FD I 3 Sa 3'I/2 3 I/2 AS PER OWNERNG m I t; - r 14 COVER ED 5'-4 1/2" 12'-5" O 14'-1" 8,_6„ I I m CEILING JOIST -1 CRUSH FAD � I 1 3080 CUSTOM n (3)2X8 P.T. p 3 I/2" MAINTAIN 18" BETWEEN SLIDING BARN DOOR - DROPPED Lj NOTES: 1 I _ SLAB / TOPPING _ _ AS PER OWNER .y - dl BY OTHERS O Q O DOOR 4 RAILING FOR I _ DN - cv ADA COMPLIANCE N ( I — — - r I. ALL DIMENSIONS ARE TO BE FIELD U_ UNDER VERIFIED PRIOR TO ANY CONSTRUCTION I X X z I T NOTE: I I COUNTER I OR PURCHASE. w MOMENT WALL GLAZING I 0 UNDER I I ALL WORK GLASS 4'-5" 71, Q z m O BY OTHERS COUNTER I I SPACES 4 I I WA5HER - — -I 2. IF ANY DISCREPANCY EXIST m z I �� I I GLASS I I COUNTERS I I 4._p„ 5,-p„ CONTRACTOR TO CONTACT ARCHITECT OPEN TO BELOW WASHER MUST BE fX — A5AP FOR RECTIFICATION PRIOR TO THE m o a 4 = RRODUGTI ON BY OTHERS SEE 5TRUCT. DWGS I _ — _ UNDER I I NINE �I I = GOMPLSANT I I w 0 RECOMMENCEMENT OF WORK IN QUESTION m O COUNTER I I B R N I I -il U 0 to `� 5- USE MOISTURE RESISTANT GYP BD. OR _ R31u/2 I I RL I I FD , N 0 GEMENT BD. AT ALL NET AREAS. 1 1/2" DIA, HANDRAIL �` L 0 I 1 z O m 0 O 6 4. ALL INTERIOR FIXTURES, FINISHES 34 - 38" A.F,F 4 42" 7' M X IS 1 m Q EC�UIPMENT ARE TO BE SELECTED / T_ N HIGH GUARD RAIL NOT 7" MAX IS / 4" IN. RI 4"01" M11 ISE 3060 I UNDER V F INSTALLED BY OTHERS TO PERMIT A 4" II" MI EA II" MI T EA DN COUNTER 0 O A SPHERE TO PASS �aR =� 21R i I SINK m - THRU _ 6 ( tc 3) 1 3/4" X II 7/8" WOLMANIZED LVL DROPPED Lu 6 - - - - - - LINE OF WALL ABOVE 8 m 0 METAL STAIR 5 I/2" N 0 AS PER CODE LL w _ WINE PREP s 1 1/2" DIA. HANDRAIL FIELD VERIFY u, EXACT DIMENSIONS w O , O SERVICE AREA HIGH GUARD RAIL NOT iV 0 >1 34 - 38" A.F.F s 42" oo O 7'-4" 1/2" 4,-p„ 2,-7„ TO PERMIT A 4" �o SPHERE TO PAS ' THRU 3080 OPEN TO ABOVE _ - ENTRY DOOR TO BE _ I 51/21, 51/21, m SELECTED — — — — LINE OF WALL ABOVE m 6 4080 CUSTOM ry^ 4 ul DOORS MUST BE SLIDING BARN DOOR N i+ ACCESSIBLE PER IQ-6 I/2" 4" AS PER OWNER N RAMP MUST BE ICG ANSI 20-O i/2 ; V 0 O IGC/ANSI a� d z COMPLIANT iN r m K �- Zm0 -- — — — — — — — — — — — — — — - - 1 tu Qa " WNL "Q WINS PATIO z jU IL ry TESTING I I EDUCATION _" AREA BLUESTONE v� p I AREA uz II m = www XLP II - Qao II 0 Q p SLOPED SLOPED �i 6 tU a CEILING J CEILING u�i 13 1 w 0� 0fy� 1 Ul 1 1- Q fy \ O w 4080 SELF G OSING N Q 3/4 HOUR-RATED CUSTOM CIDING BARN DOOR AS PER OWNER t 5. •1 TW3052 W/ 7TW 05 j TWT3010 ABV. TW 301 BV. DN in 7" A RI E 4" MIN RI E �.,. FRE I CHT _ II" IN TREAD LIFT (I HOUR RATED) FREISHT LIFT SHAFT TO BE I HOUR RATED. 1 1/:" DIA. HANDRAIL--JSEE FIRE RATING DETAILS ON 34. 38" A.F.F 4 42" SHEET 12 FOR MORE INFORMATION HILI GUARD RAIL NOT TO PERMIT A 4" SPHERE TO PASS THI"-J 4'-2" 41-21 40'-0" 8'-4" NOTE: THIS PLAN 15 FOR DIMENSIONAL PURPOSES ONLY COORDINATE W/ STRUCTURAL INSULATED PANEL (SIP) PLAN �' EDA BUILDING PLANS FOR BY OTHERS. IF ANY D I SGREP NGY EXIST. GONT�AGT �w� � J. S,41�1N I NO V I NEY,�4RD _ ARCHITECT A5AF FOR RECTIFICATION o 1 CALE,12.4� auTGHoam,NY �I 4 '� SGALEt A5 NOTED APPROVED BY. FROFOSED FIRST RST FLOOR PLAN . `�w . DRAWN BY.RK 06-22-16 I SCALE: I/4°=1'-O° DATE' REVISED BY t NOTE: SEE FIRST FLOOR OGGUP�ANGY / EGRESS PLAN FOR FURTHER �AN�ALY5I5 RD Ise IP `I . �f U b c r -- Ar c h I t D G t 416 Ex re55wa' Drive So. Medford, N.Y. 11163 (631) 654-4g4q FIRST FLOOR PLAN I$ DETAILS DRAWING NUMBER 155UE0) FOR ARB 03.01.17 / REVISED 04.28.17 / 155UED FOR PERMIT 04.25.18 / REVISED PER TOWN 05.2a.18 / REVI5ED PER TOWN 05,31.18 / REVISED PER TOWN 06.04.18 / REVISED PER TOWN 06,06.18 O1= JOB, # 15-014 ry � LEGEND m 2X4 INTERIOR WALL 2X4 WOOD STUDS AT 16" O.G. W/ (1) 2X4 BOTTOM PLATE $ (2) 2X4 TOP PLATE W/ (1) LAYER OF F 5/f5" GYP. BD'ON EA. SIDE J 6 TOP OP WALL TO TERMINATE 32'�II" 51'-I 1/2" AT BOTTOM OF DECK t!1 2XC INTERIOR NALL 2X6 WOOD STUDS AT 16" O.G. W/ -- -- ) 2X6 BOTTOM PLATE 4 LINE OF WALL BELOW �- YE o _ I T (2) 2X6 TOP PLATE w/ (I) LAYER F 5/85" GYP. BD ON EA. SIDE TOP OF WALL TO TERMINATE O AT BOTTOM OF DECK CD w EXTERIOR WNALL S � .I.P.) STRUCTURAL INSULATED PANELS (K BY OTHERS �° I o NOTES: z_ IL I. ALL DIMENSIONS ARE TO BE FIELD Q I I J I ,° VERIFIED PRIOR TO ANY CONSTRUCTION o- KNE z OR PURCHASE. I,�I _ Y Y I I`l I I 2. IF ANY DISCREPANCY EX15T, —I_ — _1 v O CONTRACTOR TO CONTACT ARCHITEGT �'RODUGTI ASAP FOR REGTIFIGATION PRIOR TO THE AREA OF WORK .IN QUESTION 3. USE MOISTURE RESISTANT GYP BD. OR OPEN TO BELOW I GEMENT BD, AT ALL WET AREAS. IL 1 1/2" DIA. HANDRAIL O 54 - 58" AF.F & 42" 3m 4. ALL INTERIOR FIXTURES, FINISHES 4 METAL STAIR AS PER GO>7E ~ I EQUIPMENT ARE TO BE SELECTED / HIGH GUARD RAIL NOT FIELD VERIFY TO PERMIT A 4" C CC INSTALLED BY OTHERS EXACT DIMENSIONS SPHERE TO PA55 OFF I GL THRU 0 6 , (�V [p I � JI DN dJ T A IqR � QI 6 , ~ OPEN TO BELOW N Ilk G 6 64'-0 1/2 8'-4 1/2.. I I I I I I I " I I I I I I LINE OF WALL BELOW � I I I I ( NOTE: THIS PLAN 15 FOR DIMENSIONAL PURPOSES ONLY COORD I NATE W/ STRUCTURAL INSULATED PANEL (S I P) PLAN \G�: .�LD ARC,,/ BUILDING PLANS /FOR BY OTHERS. IF ANY D I BGREP�ANGY EXIST. GONTAGT ` �� '' ��� 15,1"15 G.R. 48 S `�N I NO Y I N I ARD GUTGHOCUE,NY ARCHITEGT_ ,ASAP FOR REGTIFIG?�TION ;� SGAL6 AS NOTED ^PPROVED BY. DRAWN BY. RK S E C O I ` D FLOOR -PLAN DATE: 06-22-16 REVMED BY : SCALE: 1/4"=11-0" NOTE: SEE SECOND FLOOR OCCUPANCY / EGRESS PLAN FOR FURTHER ANALYS 1 S k` a,;i7 Robert J• 'O r U be r _ 416 Ex re55way Drive, 50. Medford, N.Y. 11-165 (631) 654-4a4a i DRAWING NUMBER: SECOND FLOOR PIAN � DETAILS 4 OF 12 155UED FOR ARB 05.01.17 / REVISED 04.25.11 / ISSUED FOR PERMIT 04.25.15 / REVISED PER TOWN 05.21.18 / REVISED PER TOWN 05.51.15 / REVISED PER TOWN 06.04.18 / REVISED PER TOWN 06.06.15 Job, # 15-014 I G L 6 D JO 15T OR RAFTER FRAMING 6 X X SECTION MARK INDICATES A EXISTING ROOPA OF I NEW TRUSSES @SIP PANELS UNDER BY OTHERS �— —I UJ Q o �'+ P� � o RAFTER TO RIDGE DETAIL CL z�o � O N qb \�QP4 (' INSTALL ® I6" ON CENTER ) Q IBEAM AND STRAP —� 6,. „ N m p Z qs ry (2X10 DGE 16 MIN. ILI Q / uj z �o ° o i �-I- U . K � Lu z Q ZX Q 22TANDARD RIDGE U5E SIMPSON" GS20 COIL 5TRAF- / EACH RAFTER I6" O.G. +/ BEAM AND I STRAP P Q 4d lu N IDGE GATS-H� DRAL CEILING NOTE: ° z I USE "SIMPSON" L55U21 HANGEfZ ° NEW 1X6 G.T. /' @ EACH RAFTER 16" O.G. -- / j AT 16 O:G. i j 6 NEW :2 C I NEW 2xg'R,R. 'AT 16"O.G. — /' A�6" O,Gji / NEW SIP PANELS / RAFTER TO WALL DETAIL BY OTHERS ef A i 6 ( INSTALL @ I6" ON CENTERlu ) - - �— TOP PLATE TO STUD p °°° USE "51MP50N" HI05 TIE I 010 °°° W/(8) 5d COMMON NAILS @ EACH RAFTER, o° TOP PLATES 4 STUDS z I o G � °Q 6 0 o° I/ NO o-, ROOF= ALL NECESSARY PLASHING AT ALL ROOF � ROOF / WALL INTERSI_GTIONS / 0 A X 2, PROVIDE ICE $ WATER 5HIE'LD AS PER MANUFACTURERS SPEGIr-IGATIONS 3. ROOF SHINGLES ARE TO BE SELECTED BY OWNER z< 2XIO RIDGE % 2X10 IDGE/ / i 0 O i / �f4 x0 . pr HATCH INDICATES AREA w d (} OF WOOD FRAMING (4 OVER 51P PANEL ROOF. I- / Lu < /0 �GJ CONTACT SIP MANUFACTURER FOR ��i z N� / I Q� INSTALLATION K Q/ / SPECIFICATIONS @ O / f 1Y DETAILS qS IT — P. NEW TRUSS � S BY OTHERS / / TYP. I I NEW SIP PANELS NEW BY OTHERS 51P PANELS BY OTHE S I NOTE; THIS PLAN 15 FOR 5GNEMATIG PURPOSES ONLY ROOF FLAN COORDINATE WI STRUCTURAL INSULATED PANEL (51p) PLAN BY OTHERS SCALE: 1/4"=I'-O' p BUILDING PLANS FOR R1. j-''� rK� 115 G.R.48 SANN I NO VINEYARD �:w��v O GUTGHOGUE,NY u EAS NOTED APPROVED BY. DRAWN BY. �K t P 1 DATE. 06-22-16 --------------- REVISED BY , .. Robert J. Gruber 155UED FOR ARB 03.01.17 / REVISED 04.28.11 / ISSUED FOR PERMIT 04.25.18 / REVISED PER TO 4-16 EX re5SWC1 Drive 50. Medford, N.Y. 11763 631rG� IteGt. �1 ( ) 6544q4 - WN 05.2x.18 / REVISED PER TOWN 05.31.18 / REVISED PER TOWN 06.04.18r�OF e3c�rV ROOF PLAN DETAIL DRAWING NUMBER. / REVISED PER TOWN 06.06.18 S OF I FRAMEOVER ROOF CONSTRUCTION: ARCHITECTURAL ASPHALT ROOF SHINGLE 15# FELT PAPER I/2" GDX PLYWOOD SHEATHING 2X ROOF RAFTERS AS PER PLANS 2X6 COLLAR TIES AT 16" O.G. 2X10 RIDGE _ _...__"._.__.._.__ ... ....._....,"._..._ ._,._..._..___....-_.._._....._._ _._........................_ .............._".............._........._...._"._.......,.."_.."........... _....._..................... ............ _......_.. _....w__........_..".............,,. _........._"...... .. TY P I G L SECOND FLOOR TYPICAL SI _ fi _........_..........._.."..............._... _,... CONSTRUCTION: .._...�_".. ._..._."._,.,.__.._,.,__...,_.....,,._._...,.._. ,....._.-._. ,..�.. �.��__�.._. ...,._.,._.........._.. CONSTRUCTION: _.._........ ......_.......................-..._...... ..__.................".....",........._...".............._.........,_._" _....._.._....,.... ........... _........._.. _......_.... ....., ...... -.",._......._._.._.. _......_._........_..."......._._ .,_....._._..".._...................... .. .,"_.._..._,...w.µ,_,.,___ "__._..."•.,_....__._... .._..__..,_._......"._...__._......,....._..._.". _..._ _-,._.,..__._...-_,......_,.,__,..._.._____m___"..._,_..._.___.. .,. ..__..,.......".....�_..._. _..,..".._.__"._.__.,.""_.,......._,._,_...__.,_.,,...... •..... _._......__..-..,,.,...._.,"..."._.._.,�.,•...._,_.__,.. .... F NSHED FLOOR TO SELECTED ARCH TEG TUBALASPHAL ROOF SHINSLE __ ._._.._._..._.............. .-----_-_...... ...._..................... _._....._....._ _...-..._........_.._........,........._.... ....._... ..._........._ __.._._-.... 1/2" DI HEATHI 15# FELT PAPER 2 GDX PLY OOD S G i A HANDRAIL A L »....�...... ..... ...... .. _. ..... -,_-._....... ._.._....._.._-......_.. - ..-.... _..... -......_.._... ,...__. _.........._._-_.m.___ .. ::. _ EE XS FLOOR JOIST AT I6 O.G. ,-._-,,.,:�, ,-.,...• -»--.............:...»---_._.._._..-.. 51P PANELS BY OTHERS _._..._......_.____._._____..,_.._..._...._ _.__._.._..._.__._.,..__".__._......"_. __.._.._......._._ _._..___...-..._...__,.---,-,-..._- 54 38 A.F.F 4 42112 ____ __- ____.� __ ___ _ __ HIGH GUARD RAIL NOT 1/2 GDX PLYWOOD SHEATHING -' --- -- ~--~~ - TRUSSES BY OTHERS TO PERMIT A 4" TRUSSES BY OTHERS : _ T - _ µ-•'- T-- --' - INTERIOR FINISH AS PER OWNER ux x \i % 1L1IZC7Lf11IIID1 SPHERE TO PA55 FINISH AS PER OWNER _,.._...__..."._. _.._..........._....."..._...._..............._,.."...................._.........:w": :w __...__..:... ':. . ux _ - ._ _ ._- _. .__ _ .- ..,....- \ \ THRU .—.._..,._.. ._....___.� .__.....�,..,._„ TYPICAL EXTERIOR WALL - z o I � .�......�._..-�...�......_.,. ..-....��.w..�.,.____� TRUSSES BY 2X12 PAD O CONSTRUCTION_ OTHERS, TYP. As REa. - STUCCO SIDING 15# FELT PAPER HEADERS raw RAINSGREEN AS PER MANUF. BY OTHERS X TYPIG,4L .SIP WALL " 1/2" GDX PLYWOOD SHEATHING 2X6 STUDS AT 16" O.G. W/ — (2) 2X6 TOP PLATE � GONOTfi�'.UGTION:: (U 2X6 BOTTOM PLATE (3) 13/4" XII -f/8" WOLMANIZED NINE ," STUCCO SIDING � p FLAG STONE / WATER TABLE 1/2" GDX PLYWOOD E4-EATHING LVL DROPPED J RAIN SCREEN ELEVATIONS POR EXTENT) RAINSGREEN AS PER MANUF. \ / RO G T I O 15# FELT PAPER G O Y R D - ' STUCCO SIDING AREA \ KNE}�i� SIP PANELS BY OTHERS J"'t A `� Y `I I`t 5/8 INTERIOR GYP BD> CRUSH F'AD TASTI NCS 12" SaUARE O AREA - - COLUMN GONERS zI,. Y,..- TO BE SELECTED7777_ I I I ADE X E GR • 'r� ' P RO. IMAT .:.. 77 A P < , r. ._ ,�_�_�s..�.,_ �.-.,�s__.�.�. —.- .-ter._... _—r_o�_�....-� ....._--.�---._.__...-._.-__._.-_`.s.r---.. __-... _.....- ,�.__.0 y_ �s3...�.,..'.r.-�_� ';:,:,.<::. ,.i !.z' , •-.<P 1t_ "�� r' "`"°"Em`'..: APPROXIMATE GRADE I I/2 DIA. HANDRAIL TYP I CAL FIRST FLOOR 34 - 58" A.F.F $ 42" GON5TRUCTlON: HIGH GUARD RAIL NOT FINISHED FLOOR TO BE SELECTED ;. TO PERMIT A 4" REINFORCED CONCRETE FLOOR BY OTHERS F» SPHERE TO PA55 FINISH UNDERSIDE AS PER OWNER Y THRU :g Q'E IGF FOUNDATION WALL NOTES: 5ASEMENT BY OTHERS I. VERIFY EXACT INSTALLATION STORAC� PROCEDURE $ MATERIALS OF EXTERIOR FINISHES.W/ SIP MANUFACTURER PRIOR '70 GONSTRUCTION + 2. ALL HEIGHTS ARE TO BE B U I L D I I �t� S E�T I O i � GOORD I NATED W/ TRUSS, SIF PANEL $ 'IGF MANUFACTURER SCALE: 1/4"= 1'-O" TYPICAL SIP ROOF CONSTRUCTION: ARCHITECTURAL ASPHALT ROOF SHINGLE 15# FELT PAPER SIP PANELS BY OTHERS TRU55E5 BY OTHERS INTERIOR FINISH AS PER OWNER FRAMED ROOF ;•. !A 2x10 RIDGE CONSTRUCTION: ARCHITECTURAL ASPHALT ROOF SHINGLE 15# FELT PAPER ' 1/2" GDX PLYWOOD SHEATHING 2X8 ROOF RAFTERS-AT I6" O.C. 2X6 COLLAR TIES AT 16" O.G. / `. J 2X8 CEILING JOIST AT 16" O.G. .f' r. T.O. PLATE E L _1L4:GLL�L_�LALL:i�_��'_-_-sL-LL-'LL:ii_fcL�_�-,�'LLLLs._:!:�..'.::__li�_c_ � - - — TYPI GAL EXTERIOR WALL TRU55ES BY TYPICAL 'EXTERIOR WALL CONSTRUCTION: OTHERS, TYP. CONSTRUCTION: STUCCO 51DING STUCCO SIDING 15# FELT PAPER HEADERS 15# FELT PAPER _ RAINSGREEN AS PER MANUF. BY OTHERS RAINSGREEN AS PER MANUF. 1/2" GDX PLYWOOD SHEATHING 1/2" GDX PLYWOOD SHEATHING 2X6 STUDS AT 16" O.G. W/ TYP I GAL EXTERIOR TYP I G,41_ RAMP / �,TA I R 2X6 STUDS ATA O.C. w/ B.O. HDR _— (5) 1 3/4" X II -1/8" (2) 2X6 TOP PLATE -L (1) 2X6 TOP PLATE SLAB CONSTRUCTION FOUNDATION CONSTRUCTION: WOLMANIZED (1) 2X6 BOTTOM PLATE (I) 2X6 BOTTOM PLATE R 12'-O° I/2" GDX PLYWOOD SHEATHING TOPPING AS PER OWNER FIN15H AS PER OWNER LVL DROPPED 1/2" GDX PLYWOOD 5HEATHIN6 4" P.G. SLAB W/6X6-I.OXI.O WWM 8" THICK P.C.. WALL REINFORCED 1 1/2" DIA. HANDRAIL RAINSGREEN AS PER MANUF. RAINSGREEN ER PER MANUF. E 15# FELT PAPER IS# FELT PAPER OVER WELL COMPACTED SOIL W/ 1/2" AS PER PLANS KEYED TO 54 - 38 A.F.F a 42 GOV�R�D STUCCO SIDING 11 HEADER STUCCO SIDING PERIMETER EXPANSION JOINT AT ALL I6 WIDE X 8 DEEP P.G. FOOTING HIGH GUARD RAIL NOT cV - SLAB / SLAB OR SLAB / WALL W/ (3) CONT. #5 REBARS TO PERMIT A 4 CRUSH FAD SPHERE TO PASS TYPICAL EXTERIOR INTERSECTION5 12" SQUARE THRU 12" 5QUARE 50PP1 AS PER OWNERTI ON dJ COLUMN GONERS COLUMN LOVERS TO BE SELECTED 4" F.C. SLAB W/6X6-I.OXI.O WWM TO BE SELECTED OVER WELL COMPACTED SOIL W/ 1/2" o u II u u i u u l a l u o u o II a PERIMETER EXPANSION JOINT A I I II I� II I T ALL 12" T.O. IST FLOOR SLAB / SLAB OR SLAB / WALL -- MIN. APPROXIMATE GRADE ---- "" ,------- ----- :. INTERSECTIONS AFFRO GRADEAPPROXIMATE `,_ 1:12 SLOPE( ,,:`,<"'"'"'"«"` ..,'•. ( � I - GRADEXIMATE RAMP / STAIR FOUNDATION OTE: MAX. APPROXIMATE GRADE r: :I _ '' ?. WALL CONSTRUCTION: z K w RAMP MUST BE z K w - — - p -X ``• z w FINISH AS PER OWNER O �� O O p � N51 ,\ _ ICG A � C•= ����._., .��'�� 8 THICK P.G. WALL REINFORCED w cy. COMPLIANT w = w AS PER PLANS KEYED TO m m I ..'r'� ;"; '' m 16" WIDE X 8" DEEP P.G. FOOTINry _ W/ (3) CONT. #5 REBARS AF SEC/TION COVERED CRUSH FAD SEDT I ON SORT �� SST ON BSCALE: I/4 - I -O SCALE: 1/4"= 1'-0" BUILDING PLANS FOR �? SANN I NO V I NE'r'ARD 159 15 G.R. 48 ' GUTckocim,W 5GALE, AS NOTED APPROVED BY, DRAI^I4 BY,RK DATE, 06-22-16 REVISED BY , Robert -J 6ru. bor - ArGhit�Gt �y 8fa71 416 Ex re55wa Drive 5o. Medford, N.Y. 11165 (631) 654-00 w ' of ra w WALL SECTIONS a DETAILS DRAK ONUHBE 12 ISSUED FOR ARB 03.01.17 / REVISED 04.28.17 / 155UED FOR PERMIT 04.25.18 / REVISED PER TOWN 05.21.18 / REVISED PER TOWN 05.31.18 / REVISED PER TOWN 06.04.18 / REVI5ED PER TOWN 06.06,18": l.IoB, # 15-014' - T.O. RIDGE - . GABLE END VENT . COLOR:, WHITE . ,ail . d -_ . T.O. DOOR / WINDOW . -_.,.._,"___- 11.11......,.. _, ...,. , ....-......I-.....,.,.,..,,_....__,_____""._._.._ .............- ,, - :ll_._,.,_,_.,,.:.__.,1«111•-----__,.,.,...._,._______._ ___.__.�„_,_... . . - .. m, , __ _rc, „ w� ,. ,_�,.x.....__ 1111,_ 1111: .,,.._..,.___.._ :..rc_, « m. N. " . _°_ m _ _ ,'w -,.r. ,. .. __,_,.___.,..__.",_-,.«,^_,«_. __,.,_,.____"__�_^,__.- _._„"„_,,___11«"_,__, M__,_«,« 1111.«,_,»1111.. _ _._ _ . PROVIDE BLIND F LASHING AT L OOF _._.,,.._.., ,..._.,_,1111,. _>_.""._,. „m_„_.",_.,..._1111 ...."..._.,__..__ _._",..,..,,_ _,.,.,,_. .. . _. :w : : ..,W� ,w w T: ROOF / WALL INTERSECTIONS L. �__, R ROOF _ - _^__._._..,...__,,.,... .-111.1_....,-._-"-_.._.,---__._.._ 1._.__I...I...-..�,_._ 111__. ,,.ww_,,,,. .«W..-_..w«,_.__.�...,,_«._ 1111-_.,..,_...w.-, 11-11 «__ .,, ...,_..,..._,,...._._.._.,_. ..".,.,..._,.,..,..,_.,.-11 ��.,.,«..._._.....�_,....._._...... ......._._, ....._._. ..-.,...",..."_ «.__..._,__ � 1111,. . ....."....-....._...-.........................."...._._.._...._.._.......,.. .. 11 , .r ._...."....................I...._._......-........... --111 ». 1.1.1 1..... _. _w„1111, 1111.". _.........._.............._..._...._........"....,,..,.....___.,._.............,......._...._........,..,..._...,....................._........"...,. . ,..............,. . _. SPHALT ROOF 5 L A HIND E _......................_...............1...-......, ... . - COLOR: RED 1111... �p - .•...,:.._.-::., . :........:..............:::«1111._ . .:,_�`... I..: - - $...-1111... -,"....._... «:__1::111.__. �:1111._ _ a-:.:„ 1111...-: „_. :«. 1111, „".. .__.. _,......., - - - - - - - - - - - - - - - - - _._ � . I -1._1-1. ..^,,,.,,_, "_. „""._,._„^-..,_ : .. 12" X 8" KEY _ _....,..._..._.,...._...,"_._,..,._,,,, 1111.._ __,.,, - ,.,....,...,," ,.11 --.._,-_.,___."...,....-"........_,........__..,__._.__",_. , .....1111_„„ ., _... ,.".. .._»..»»,_,"...,."."_..",..,..... 1:111,.»._1 11.1._»,«1111._..,_,._ __..._,............"..1111.,_ _.� . ..... _...................."..,...........,,....,,........ 11.11......_.....- .. _.....,..... _......,._...." "....,...,.»..-._...__....... ..,.....»..._,..,,..........,..,.... 1111.._..._,-......................-I ._. _,"..._,____ "_,» . COLOR WHITE _,.._m_,_.,._..,_.._.1111.».....",.._.._..«_"_,111.._1«„««_ ,«_____.,,__,,,._,1„111.., ,«___«1_1.,,,^,.,,,. .__.,___„_ ,. .:. m _, .m---mm:--...."-^"--":.,_- - ,_..,.":�__..M�.w::«:.� ° ,_ ,., . ,1 111. - 8 FRIEZE BOARD »..__,._,_, ,«.__„.. _,_« _....._, . .-,._ -_. 11.11_,«, .., _....,_,,.. 1111. . __, _"_____ „_ ,. 1111. _. . _"_. . . . N _. _,_«1111,. ., __ _. __.« _w, W.:,:»......... ....,..:"_W.:"1111.:,.'.-... "_,.�"_,___,._.,":,,....:_..:, ;,.:._-__..:.�,.,.....v%Ll,:,."..`_:,,,......1:'»::1:1':1::,::':... .. ... -......,....."' .............. ......". ...__.........,.. . '. ..1111..."...,.,,..__.-....., 11 .._, ^ � COLOR• WHITE - __ ,.._"",..« _ _,»_,1„111«,«1111.-.,_...,.,. .,__., _. "...."....,.,. 11....1_1 .,«,_...�,... .�,,,,_,,.11 1111...__�",, . O ., , ., 1111_.«-. ,....._...-, . m --- _,.....-1111__.._....___,_..._._11__.11^,.«... ..,_..1-.._-.,.,-__, _,.«,___«„_,._,...._...._,____, .. _1 1 .. _ ' :. . , S/4 X 8 FASCIA b -- _,-.11,_11_._."_......_....__.._..". .._«_ _ ,.._--_.__,_._.._._.....__ „ - 1:111-:--..-:: - ;-�::,<_. �::...,_;.,_",...,, .,-;....,,,,«-_,_w_,_.,.,..., .....,.,...«.........�....", - ::':-.'-:... _ . i „". , _,,.,_,,,__ 1,_11.1.1 GO T -- LOR• WHI E _." _._:_ + T.O. 2ND FLOOR - . - - - ,,.._......................_..".,........._....%%_._.l. __,...M_._...._. --- « 1.__-,..�,.,,,, .....,..,_,-.>.. ,_>,..>�>..�,,..,.«,"wm>._„,._,. „_.__,._..-... ...,..., „.>,«_.«.„,.,_......_..._....". , . , .. . _ " _---..-_-____,__,_._.___..._....1111 1111 _ __ 1111,_..,__.._..............._,. _-. ..,...,_._._,_, __,._,.........,..._._..,1111 ...._ ...,_«.«.__......_,."..._...,..._.. . . COLO LIGHT G __ -1 . _ .. . _ REEN STUCCO SIDING _." _. , ..,_.."...« _"_.__.w_-. __ _...",.._...,,> _. 1111 1111._.,_,.....,. _.. _-,., . R . - . COL WHITE b" TRIM . . T.O, DOOR / WINDOW . - • ' Pi I II COLOR: WH�E D WINDOWS DOORS . li I II . . . , . , - _ '---- .. , OW5 d DOORS , COLOR BLACK . - • '• r - - .. .. WOOD WIND I I . . _ 12"5Q GO UMN VE GO .. . O - - - - G LOR: NHITE L R5 , , , . . . Q I . FLAG STONE 4 WA . �. TER TABLE 1111;. _. x«1111: , I - :.11:11.:. 1111.„ _ GOO e....... ... _ . .. , ..... ....:�, .> ;:_.:..._., ..:; � "'� L R• BEIGE BRO f . ,..,_,....... e..._ ..._,. .__ _. »1111. ,��.., / WN 111:1' n .. .. _. _.1111.. i ,E . ' .. , 1111.,....,,,.. '�'..........:n`1111:' .. ...., .. _ .....,5...........a.. < , ....,... .. 1111. .,,: �' �� d " E. .: v 1111 SF. .. .., ,.._,..d ., ti i(M .-E. :.3: ::,tr - - ,"..,... ': :1111 .., 1111,w,.. ,,, 1111 _... i...........:.......:...... a .-...I .............�,.......»..._. ,. - •. : ,.xs z«,. 1111,,.... 1111.-R r._: ., 1, 1111 f......._..:. •.t ^I"..:;,..�..; , ::,3 1111 ,v...,, 1111 i 1111. 1111.««1111.. , .. .' 1111 . a , ,:, « .. 1,.., _1111". ,. ,. f I �. , _. �_ 11,11 �,. 1111,. .� .1111 , {.. ..........Yy. .....<,.,,,,,«, �.,, 1111...»...._...,✓I 1111 1111... .....,...K. .... 1111 ... 1111 1111 .i,.,,r. . „ ':.Y , >.....w... : 1111. } I .i, Y i .Ir. w,3. rwy+ Ii F,.. 1111 I 1111...,....,... .. ...�. ......... ......... . , iE....,.. 1... 1111 ...: ... .._ 1111 .., 1111... ,: .,, >v r. _, , , :.. 1111 1111_::x:.., ...:: 1111... 1 , 1111 1111:. .:. .:.».<..r;•„�.,:,. 3:: .•i< � 1111._.;.w 1111.., i. .. ., , 1111 )3 -.. : e 1111. ,.. ,. 1111,.„ .I .. '... .., �. 11:11 : ... 1111 .. ....__r.... ......... ... , �.....>. � .m. a .. ,... .,... .. ,„ ..I. �. ........,.,,. •.,..v.._.,.,,..1111, r ..v.. '-.» i. .,. . I ..., m. ...,..:,-_".s....,,� 1111 ._ >' .� «., 1111««.. :...,_.._»< »:<.,_,:«. I,1111 f ,.: ":. ,,: : ,. - - x_ .«. 1111 3,11,, n .,.. , .-3 r ,'rcj ,»»t » 1' .I _,.31111 .ar_� ....il 1111.. �rcx OOR II . 1 1 1% ::.,..:I......_.. ...:,....:... :s. :..N_.- ::.� .: T.O. IST PL w.11»1.1 ., _., _ - - - - _ E:,..: 1111: ,.. « .:..... ....:: .. ' _ t.. ' ' I „ `, .. .'; , i:.".' t": y _..: . -.. ,1!_' . .,....w . .. .. 1111._-, ;1111.,._ :: I.., _ .. :: �.,_. t».,,, " _, ,-< I _ _- - F... : :.> ......,.:.._.«.:....::.:...:. ...'»_.._.W.,. : ::.;..,..,._„_MI}.:.,...., APPROXIMATE GRADE BEYOND :, ."..,..,__:•...'..:,,,,�:::...... ....,•._._..,.,__,: 1111.:..... ::.. . ........... '. 1:,:1: 11:.-1_. ..._...,x._'111,:1. :•:..._.._,.. . :,.>_...} ..-„1_,1.111 . .. .. .� E :1111..1111,1111..,.,.......L...«1111... i. ., _..,. i :, is .,r it _ r. !1111.».. 1111. .. �',.. •:3 ��_ ..� i. " o.. ,. !: !`. ..`r..,_._,_..,1! .. r: . :1111.»_1111«1111 r :..» . 1t1-� - ..,` :.. E 111 1..E:..:.;..."Y a:... ...-a ., ;......,._11,_1 ._ :'1111«. _...:._,::_..., APPROXIMATE GRADE BEYOND t 11_:, e i l j� �3. «i:. 7' ' ., , .. J ..,......8 ,,..M. ... ... .,, I« ,..>a'..:am,...l .w.....,.�a:-,.,,....,,.rc ,..-,m ,.--=.:.� .,.-.", ..^..m.._ ;1111 n., _, -.. t .11„11:.. ,. .__,:,....,. 1111 --. 1111 s ., 1111, :.ror'_v^x�,^��.. t_. .. 1111 .e >! , :,' ... ,,< 1 t:'i ) 4'' .. 1111 ,. 1111... I r .. <� 1111. :: ,: : - .. - 1111 .. .. ..,``. .. ... i......... .. 1111 1111 1111. - .....t.... 1111 ...1111.. « Ww, . ., �.. .;.,. �,. .,, 1111.,.. .. .. _:,,,.,. .,. 4...., , 1111 ,",,.... .. __ _ _, «1111 :-. 111.1-.,,w:....t a .. 1111.. E, , ... � , :. _� .. ... 4-1''111. ., 1111...»"....... 1111., 1111... 1111.". ._.,",._ 1111 1111 1111. ,,, +a ...._._..".." ..:....... ..1111 .. ".. 1111. ,,. 1111 1111•. 1111. APPROXIMATC GRADE _,<,._.,. ,,, . - « .. ............ _. . . , w 1111. ., � ,. 1111.. .<. _ APPROXIMATE ;1111. , „ ..1111, ..»" .-, 111:1.....,..,, � .�:..„�. _ GRADE 1 1/2" DIA. HANDRAIL 54 - 55" . A.F.F $ 42" HIGH GUARD RAIL . NOT TO PERMIT A 4" 5PHERE `� \ / TO PASS THRU F RO N I E L E 1� A O N 5GALE: 1/4"= I'-O" COLOR: WHITE A TrO. RIDGE -111_,.1,,.,,.,,,...�,__,..m,""_"."____. ,....,,,_,__.,_>.«_«..,_-,_,.,.- _.,»».._..»__.____,____...-m._.._1111«,.-,,.m.,_«._.__._.,..__ . -.,_ .. ......._........._...,.,_-..>.,,_. .«1111... 1111»1111. , , _- __,_,... _ .,,,.. ...__"_«_,,..,..._ 1111 1111»,,.,,,,__.,,,_,._ �._._"...,_ ..,»._,»__....«,.m.."_-1111._„___.._««.,,,__.,._"___."_,_�._ -,,._._._._.,.,_,..._.,�.^1111 ___.__..,,___. NOTES:. �.. :: ,-_ r_„ .. _:m � _<.,,,.m« ,,. .,,__._..�: Y a < ,:. , xs.�^ .r.k,„_�,:, a.s,._ 1111_ T ,am...� �__1111 n� ".. :�._ _. 5 4 X 8 FASG A ��__ / I 1.111«_.,. _, ,__.......__.,.^,,"" _,_.-___._.«.,_____,.-_,_._.__-__,.T._.....__,._._. .".._,,....___.,_.._,,_,..... ._..._..w.....__«..,__...,__-._______",.,__". ___.._._,-___._.,_._. ,_-..._,.___,____,_._m__,___..._..._-___ __ COLOR: W ITE ....__,.__._..._.......:.._....... ........ _......,...,._.........._..__" »......,....,.. .. _........._................... _-_._",.._.,___.__..,__._.,._�..._w_ __._ ._�_._ _ H _. -1111.........".. _.._.»........................_._.....,........................._......_..-....,..............-_....__.. «1111,_ _-,.,._._.,,_ ,_,,.«."_... .......W_............._..,.. 1111. 1111.«. , -.,. ....,,.,..,_.."..,........._..,,_.., _, >._,..,,..-11.1_1»,_,___,._.._.,...___. i. VERIFY X�GT IN5T,�4LL�4TION _ 1111".»_-., _,. ,1111._, ,.. 1111 __„_», _ , w.............................. .__1.111.^_,_,._______ ,_,. - ...._..,,_„_, .,_,._.,,._,_.._„___,..-„-.."...,..,_,_.._....__._..-._ __,.._.............._....._,._. ....,,..,-_..-_.__^___,,._._.._____.__..._.______._._ .._,"..,.-.__._.,_.._11.11__ ___-�____ - _ _ . .-_ .,<,.a.M".>. �,.,��,r____._.-!':..:-. ",:,mn_,.."-"..,�.,,,,b,,..,,,._ .__"._.�.,,<,_,....._..._-,---.awri, :,._,,,_�."_.,.-..�..,, ,.�,..�m,>. a:<.m.,,,.. -,,v,�..., .- --1-- . .�x•���•r-�.-�-. �,• PROCEDURE � MATERI ALS OF 1111. _ 8" FRIEZE BOARD COLOR: WHITE M._.._,.,�"w„_..,- .,......_____"._- ,__..w-,..._._,,..,.".".._._.,,, 1111,_" ..11,.1.,.1,,......."...w. .............._....,, _,_, _,.. _.___,_ -""'',, ,'' -'.�,,.,-. -< _.»11 ,..,,.-.._._,,,,«.._ - . EXTERIOR FINISHES W/ SIP .. MANUFACTURER PRIOR TO GABLE END VENT 11.11.1„-, _,_.___,,___.__,_�.,,,,..��,<.,.__,__.�M ....:.�_,___ _.,.^_-.�.-:--..x_.�,�.,,_�.-___.__,�._,.--,. <..,.,Ar»..,.�.«�,,.�,-.-,-..r.�.w.>._..m.-....____� CONSTRUCTION COLOR: WHITE . ' . . , , . ' ;.- ' 2. ALL HE I'GHTS ARE TO BE . , 1111 . .......... - _ . • 1111 ..................."......11.1....._1.._."_.... -, _ . ... .............................."................._..... .. .1...._.1..... .1.1._..,...... , ,1..1.....11., _.. _._.11.1.1....,....__,,.... .,....__ GOOK . ...»1_..._..._.......,...._.».»_.."....._,»,_ ,,._....:...................»..-.,,..,.._..._.".,,..._.--.... .. " . . . , .. 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' .:, - __ ..._1111:, 1111,-__„ 1111"_w.. __ PANEL I GP MANUI=AGTURER _.__,._._..__,.�__",__,_„__,..__,. ----, -- 11___11__,_ "_,,,_. ----1 __., , «-,_ - _«..__,_,,.,111 .,.,_._,_ ,..._, ......,.,,__1'1�,., _1_1 -......__"_,,,«, ,,,.,.._ ......_ . . .. . ,,,__,«___._.,�_„ _.,- _,«H._,.. .,,._ 1111,,1111 . ,. , . . _ 1111,, _. _ ._.>.,_..., w. .. _, w.__.. __,.,... »,. ...._., ,.. 1111,_ --„_,_--..^-,__"_„_--,-,_,_.. _______,,___, ,,,." . 1111,_^1111,," _ ,..,,,__ ._,__„_,_..._____.____,,�_ 1111___„_1111_,".,M._»«1111,_ «„«1111._.-_,_,.,,,,,, __ _ ., . „«1111_..»._,.. _..,,«,,.,,_,-,".,___.«,_ . ___,. ._ 1111_,_ __,_..._..«.,., .»11111111,1111,,,_ ..-.. .- ,«« - ,__.,., ",,.-,,,,w,",«,,__ . __,_ 1111_ , 11»11,__ ",_,,..,__ _«.__ _,_.1111.- „1111__ _ _ _ - _ ._,.._.. 1111 w___,.,_,_.._«_ . «............. .. __ _.. .. ,,_,,,_ , ,_ , 1111 _ ,. _„_ .,,..,....,._,_,,.. . ,,, _..,___, 1111 .._,__,____..__.,.,.,.. .. _. ........_....._-I- ,»...... ►,� , _.. __»__......... _ ., .. ,.."_-....,.,..,,,_. ....".,_._-»1111.,_»1111 • ' . � -�'� � �`\� : 1111 .. 1111,"...._."._.,,.-.,.,.,,",. - - __.,__._-._...".__...«-__.__„-„_.___._.__.____,_____,..,..___.____,_.._.._._-_.__ _1 .1-. b 1111._-_....._.-__,..,..^1111-.1111_, __._.___. � _ PROVIDE BLIND FLASHING AT _ _ __ - 1111._ ,__..__"..»__..._._._.__.,____ L -- y 1111 :�.•.-1111... _._-....,11 ____...._. ...I.........._. ...........11.._.1.1...._.....___.._ - . 11'11 ..:•:< AL _, ROOF ROO O _____,__..1__111 _._.._.___. _.___ R OP / WALL 1111. .. , r 1111 .-.......... -- „ / F _ ... ,.....".»..".._...._................"....»...,._........._,._,,..:....:.._,.:,,..„ ...,x_7--::,.....:„.._.,.............__wx.:.:...,�..,.,,,, ::::_ ...:_,.,.,.w..„ .,:, .,1111. 1111_, ... _.. , _ . „,,.u,:".,,_ . __- _. -<_,,.. «,," _�...3„«, ,-,_- :�W..,.._.,,,, ,,__ __, 1111.1111 _,yw� 1111. _W„ .,. .., ,#.:. z,1111. _.....,.._......._ 1111._............. _....... - ,.��„>. 1111_ _._._._.._."_"»..1111 __. ... - 1 ���.."........._",..__._........."._. _.....".................._...._.._......_ ........_..._......_.........,......... 1111 ;, ......,.,,........ - m_,".._,__._,...... ...»._..."_.ww.."..._._..._.._._... _ _.................1111.._,...,,_.»..._,.... _,."_......._"_. 1111,", 1111................................. ,....,...... ... , . . 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F �..........._..,..., 1111., 1111 ... - , .. ,, _ 1111,, 1111.. _. . . 1111," ........,..., 11:11<1111,_„1111.1111..,,.:, :.. 1111.. ,. T.O. 1ST FLOOR . ----------- 111 1- 1111-- --_- ............... ::111:1_}�.,,,".�.; � :��-�:�:}..��,�•". i - - 5 -, . - ,,,.E I`, - - -,--tea.: i 1111__ _ .,"_,.,_" ... _,. , 111«1} TO PA55 THRU : 1111...«1111 1111- ._. .. 1111. ,...._......-. ...._,. _........,_ .. . . _" _. ."..,,,.._.._._.., "1111,.__. �., .,.�"_..."..._. .., „1:111 ...�M 1111,.. 1111; ., .__.._".�: , _ 1111.. 1111.« �_ 1111.. _,..._...._..,,,: ._.._.,J 1111 .,:'y,1111�..;ww..,......-1111....,.a ._f.:': w 1 :, r _. I s . 1 r - COLOR: WHITE ;., 1111.. .. --_.1:111. • . :.",1111. i wr �w. �I l !C �' „1111..,m. .<m:,-1131,_, 1111.. :.,:, _, n:� (( _ ... •«.:,:, ',iM' ..A.,.,.., ,,.J 1111 . �{,5. .mm,..k . FLAG STONE $ WATER TABLE COLOR: BEIGE / BROWN X � I �N 5GALE: I/4"= I'-O" �_ +1 ,.:. �R. a �� BUILDING PLANS POR ��g� l SANN I NO V I NEYARD . 4tV ���( �• E;n_ ? 159 f5 G,R.48 GUTGHO6UE,FdY �"t7 A 5GALE, A5 NOTED APPROVED BYI DRAKI BY: RK . �O i4 DATE. 06-22-16 REVISED BY , �; Robert J. Srubor -� Arc,hitPGt . ift>> 4�f6 Ex re55Nci Drive 5o, HodFord, N.Y. 111165 (651) 654 ,4g4q . k of sP�Ea FRONT � LEFT SIDE DRAWING NUMBEf2: OP 12 ISSUED POR ARB 05.01.17 / REVISED 04.25.17 / 15SUED POR PERMIT 04.25,15 / REVISED PER TOWN 05.21.18 / REVISED PER TOWN 05.31,18 / REVI5ED PER TOWN 06.04.18 / REVISED PER TOWN 06.06.18 EXTERIOR ELEVATIONS JOB: # 15-Oa4 . NOTES: . T.O. RIpGE _ I. VERIFY EXACT INSTALLATION . PROGEDURE $ MATERIALS OF . . EXTERIOR FINISHES W/ SIP . . . ,. „ MANUFAGTURER PRIOR TO • GON5TRUGTI ON 'n � . v. 2. ,ALL HEIGHTS ARE TO BE :. , , . . GOORD NATED W/ TRUSS, 51F PROVIDE BLIND FLASHING AT ALL ROOF / ROOF P,�NEL IGF M?�NUFf�GTURER . . .. . . ' ' 4 ROOF / WALL INTERSECTIONS . ., ___.__..... _.,.,," -._,.,,.,.,,^1_1___11, ._1,__„_.".,-, .,.",.,_,.^._,�-_1.-111-•------„-,--"",.,,, 111_1"„ .,, _,_„_,_,__-.,___,., ,. ,__�_,_„__^__,.,,,,. __1 _1_.__..,",._"_,_.___,. -_-,__�„,,..,,__-- ,_,.-_,._.�.",�,._ - __1111" , , __;.,.........,_»:.. �.,..,,. .._. .,.w :� »,-.1-� . , „ . .rw <�.,^.�,., ___,-_...__"",. ...¢-,.^,_-",..rr„ >,<,�.., :.- ... -..a,. �n-a,r,M_.,»,,, .....�--,»»-, ,"__, .. -,..'ll,.,-,,.._..__-__,_-_-1111__ _,_.,_„____.,.___^__1.111 ,.._,__,_, - __ __l_.,..,_..______,__„_ _„_„^w..,.__,_,�._,_„_" _..,__,,,,__,.________" ... -,._..-._,.",.-,^-___,._,.____,_".^..rM..,__,-.__.�_ 1__111.,<.,__-,- . _........"___...__...._... _1111111__1_..............m..._._._.,.____._ _1111__._.."^_1.1__11_._ ...".,....,.__...,....__....... ...,,.___._....._.. _...._,...__.._ .M.__..__ _._._.,._.._,^"__._ ..__-.,,,_.,_.._......-.........-. _.,_._..._._.....___._,__..._..__..__.._...___._......._..... _,-.-.-.__,_ __, ARCHITECTURAL ASPHALT ROOF SHINGLE . 1 1.-1111_..,.,^ _ ...1.111,,."_,,.._,1.111 ._1111,-.__"_, - COLOR: RED „"„_-._M_..,.�_____....,,_..,..,_. 1__111_. _ 1_111,__ "__,_„._.__,,. ..,,. - 1111._, .._ "1111_,-.,._-__.,,,.,__.__.,•___ __ „-.-_.,,.,..__ ____,„_._.,___,__,._...�__,_,.rM,.� ___,__,__,__„_ . 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' , - ". __,,._._w:_,.__1111__, .1 --7.r _._ _-.mow111--:...,,.�.:', ,�._ .,,,_� COLOR: WHITE . . . dI :... :,�:___l.�:_ � I.,"-:.1.._„ _„ __^.__ _„_1_,111., a!! FRIEZE BOARD . .. , . .._. .. „ _--__.__._,__,__..._ ._------."-...„-_____...___ - . , : .. .:......._..._.._._.._.,,...-.... _ ..._ _......"....................._....._...,.._�.,", COLOR. WHIT N ._�_...w.,_._..� --. 1111,_, 1111.,. . , _„ 1111 f .. --- . . \ .. ., ,, ' - --- _.. _ ___..___.._.._...._.._....-...1__.. " + _, - . . : .. .. € 6" TRIM - 1111 ,.. : , .. . ., � ----- = - ____,..,,,__.,,_....__,..._.,_"..,,.._,__ 1111 , 1111 . ......_..,. -_._.__"_..._._._,_,..._,....._-._....,._,_..........._..,.......,."._" . COLOR: WHITE 1111..,"_. ...,.. , 1111"".__"._.,,,,."-" _"^,_ _._ 5/4 X 8 FASC I A . COLOR: WHITE T.O. DOOR / WINDOW 5 GGO IDING . I( �1II - N 5 li COLOR: LIGHT GREEN 6 . _ TRI R M A OUND WINDO 5 00 . . W D RS �� 1 GOLG,�: WHITE . '• ' . i _ , , WOOD WINDO � W5 D DORS V' I� . COLOR: WHITE O _ • ' . . II I FLAG STO E I N 8 WATER TABLE 9 _! , ,...-,.. ,,i w Wit, i. {`1111 - . 1111 , I ii !, r.,., -,....._,,:: _...-...,., a.._ € , , COLOR: G : 1111. ..,1111."1111 a.:'.r:�a..,. BEI E BRO _. 1.1 ! , _ � ' (.tt)r; / WN :1111-11,.11. __, w.:...,..1111: I a --..mac L � ._ mow" :„:6 -,_.�.._,„, . S. ._ -.,:,,,.,-„_._i.c,_ .,._,_.:,-m>...:.»•--.:......-- .._. .t< » "1111 .. ,.. .. 1111. ... 1111>...._.. .<. __.s...:, ,.. ., ..._.,;.,., � � �� - , is ( ( s€ } YlE, i,;:,.:_iif, µ -ll_ !I • .fir" ,.° CODE . "s,-1- _......:... ... 1111 .,:._.,:. . COLOR. WHITE _., ..1111., s RAIL G N A5 PER 1111:,..,:...,...... .. ".;,-^.. v� ^•.- vn T.O. IST FLOOR _•:.:_Y-,......: ............. 1111 . }- - - - it ..- s-- v _. f: }}_;.,,.x ,i. . 1111. .. t._.. ..-r ,w :.#. .. _ .. ........_.r' ."1111..,..: r. ..., ,�: #E " �.."....,,...1111.... .< 1111 �� ... .. ... .w";1111. -•rax„n, .i� .- .. :,r-tet,;. n¢ns:xi>ar {1111 .............__; .. 1111.. ' I2" SQUARE COLUMNS COLOR: WHITE . SLIDING BARN DOOR . COLOR: WHITE E A R E L E X A T I O I `� SCALE: 1/4"= I'-O,1 T.O. RIDGE _ _ ..,.._........................1111_.."1111.._.. .^,,.,_....._.,,,...., ......... ........,... ,..,....,...., . n...__.,.. .__,,.a._,.�<.<.w."., ._,........,.......,..........,......,..............................,. ..._...," W,._,.�,,.,". ........._ _ _ , _--.-. "_,....,,,..,_,, ____. ____,,._„-._,_,_,_,_.,"„"_,____.___ _...____, __, _..__m,,,____-_,_�.._,,,,_."""_,___ 1 1,..-, ,,,__,„,,_____ 1,-11, .,.^,_...,..,.._.__ ' . 5/4 X S FASCIA . 1111__. ,.... .....__..._, : EMER(3ENC,"r L 16HTI NCS LE6ENL, BATTERY WALL PACK TO BE SELECTED HATCH INDICATES SELF LUMINESCENT EXIT SIGN Rl-� O TO BE SELECTED, NHAB 1 TABU= GRl"1Y `4LJI AGL HARD WIRED SMOKE DETECTOR - (NOT GOUNTI=L7 0 V-0" MAX HEAD HEIGHT 142 S.F. GO HARD WIRED CARBON DIOXIDE DETECTOR rFNAt LOCATION AND QUANTITY OF EMERGENCY LIGHTING 4 DIRECT (� E55 EQUIPMENT TO BE DETERMINED BY FIRE MARSHAL o SUMP GO HWH O EJECT. � o o VENT ,� / .'•. � FURN. � � o JAN. MOST REMOTE POINT / 0 • o MEGH. SINK 5a 5D CRUSH FAIL SLAB 4 TRENCH DRAIN / I I I I III I DRAIN I I TRENCH DRAIN TRENCH DRAIN I DRAIN 11111111111111111 E= 4 DRAIN FOUNDATION11110 11 BY OTHERS ryLINE a�FLooR�.BOVE �Q 110 Q I� OPEN TO ABOVELL IL SEE STRUCT. DWC75 BY OTHERS Iz I TOTAL I Iw TRAVEL z • DISTANCE: I 7" MAX 15 / " IN. RI 33'-4" TO L UP II" MI T A I I I I I I GO IST FLOOR DOOR 1 � 21R • . . 1 � J—L_ L1J I �Jd 1- - - - - - - - - - • . •, . . , - . . BASEMENT SLAB pm 5D 4 FOUNDATION I o BY OTHERS I I FIRE EXTINGUISHER, TYP. • 5ASEMENT FE 5TORAGE / MECHANICAL MA 2,751 S.F. DPA1N 6 OCCUPANTS ml NO ELEVATOR REQ�U I RED AREA O PER 1BC SECTION 1104.4 / }NATIO ABO\/E ACCESSIBLE ROUTE NOT REQUIRED TO STORIES OR MEZZANINESVA INDICATES WITH A AGGREGATE AREA OF NOT MORE THAN 5,000 S.F. AND (NOT C,QUNTE�) SPIRAL COLUMNS ARE LOCATED ABOVE AND BELOW ACCESSIBLE LEVELS TOTAL BY OTHERS TYF, AGGREGATE AREA ABOVE 4 BELOW ACCE551BLE ROUTE 850 S.F. EGRESS CALCULATIONS ACCESSIBLE ROUTE 15 ON FIRST FLOOR • BASEMENT ONLY: INSIDE OF WALL AREAS USED G OCCUPANCY PER IBC CHAPTER 5: BASEMENT STORAGE: 2,564 S.F. 5� SD (5-2) LOW HAZARD 5TORAGE o 2ND FLOOR OFFICE: 435 S.F. I WINE STORAGE TOTAL: 2,11119 S.F. ITOTAL OCCUPANTS FOR THIS FLOOR 2,11119 S.F. < 3,000 S.F - NO ELEVATOR REQUIRED • (SEE CALCULATIONS ON THIS SHEET) TOTAL . 6 OCCUPANTS TOTAL OCGCUFANT LOAD PER I BC SE(,-1-ION 1004 TTOTAL RAVEL SPRINKLERS: PROVIDED ASSEMBLY AREAS (CONCENTRATED): 7 S.F. NET ASSEMBLY AREAS ('UNCONCENTRATED): 15 5.P. NET DISTANCE: 5p_q� o INCHES PER OCCUPANT PER IBC 1005.5: . KITCHEN AREAS: 200 S.F. NET A°i• 60 S.F. GR055 . f .2" FOR STAIRS MERCANTILEARE WAREHOUSE AREAS: 500 S.P. GR055 6 X .2 = 1.2" REQUIRED 48" PROVIDED BU51NE55 AREAS: 100 S.P. GROSS 1 I I I I I I 4" IN. RISE 15 FOR ALL OTHER COMPONENTS 1 1 1 I I I I I I I II" IN R D U i-R I CHT 6 X .15 = 0.110" REQUIRED 2N12 FLOOR OGGUI=ANG'i' GALGULATI ON I I I ( ( I I I I I / �t LIFT (I) - 36" DOORS REQUIRED SPACE AREA S.P. AREA PER OGCUPANT # OF OCCUPANTS I I I I i I I I I II - (2) - 36" DOORS PROVIDED 2ND FLOOR OFFICE: 395 S.F. 100 S.F. PER OCCUPANT 4 OCCUPANTS \ STAIR: 76 S.F. NOT COUNTED O OCCUPANTS TRAVEL DISTANCE PER IBC 1017 STAIR: 471 S.P. 4 OGGUPANTS ALLOWABLE: 2so'-o" . ACTUAL: IST FLOOR OCCUFANC1' CALGULATI ON DOOR SEPARATION DISTANCE PER IBC 1007: SPACE AREA S.P. AREA PER OCCUPANT # OF OCCUPANTS 87'-11° / 3 = 211'-5" REQUIRED WINE PRODUCTION AREA: 687 S.F. 200 S.F. PER OCCUPANT 4 OCCUPANTS TOTAL AREA / OCCUfi�ANGY GALGULATI ON FLOOR AREA CALGULATI ONS WINE TASTING / BAR AREA: 705 S.F. 7 S.P. PER OCCUPANT 100 OCCUPANTS SPACE AREA S.P. # OF OGCUPANTS SPACE AREA OUTSIDE OP. WALL AREA INSIDE OF WALL 47'-4° PROVIDED WINE EDUCATION AREA: 413 S.P. 15 S.F. PER OCCUPANT 28 OCCUPANTS BASEMENT: 2,893 S.F. 6 OCCUPANTS BASEMENT W/ STAIR: 2,751 S.F. 2,564 S.F. FIRE EXTINGUISHER WINE SERVICE AREA 83 S.F. 200 S.F. PER OCCUPANT I OCCUPANT IST FLOOR: 2,893 S.F• 140 OCCUPANTS GRAWLSPAGE: 142 S.P. 119 S.F. CALCULATION WINE PREP 4 SERVICE AREA 302 S.F. 200 S.F. PER OCCUPANT 2 OCCUPANTS 2ND FLOOR: 471 S.F. 4 OCCUPANTS IST FLOOR W/ STAIR: 2,893 S.F. 2,750 S.F. ENTRY / RETAIL AREA: 289 S.F. 60 S.F. PER OCCUPANT 5 OCCUPANTS TOTALS: 6,257 S.P. 150 OCCUPANTS 2ND FLOOR W/STAIR: 471 S.P. 455 S.F. (BASEMENT ONLY EXTERIOR WALLS NOT COUNTED: 56 S.F. NOT COUNTED 0 OCCUPANTS TOTALS: 6,25-1 S.P. 5,868 S.P. PER IBC TABLE 906.3 TOILET AREA 166 S.F. NOT COUNTED 0 OCCUPANTS OPEN TO BELOW AREA 58 S.F. NOT COUNTED O OCCUPANTS (LOW HAZARD) 2,893 S.P. OF TOTAL BUILDING AREA STAIRS 76 S.F. NOT COUNTED O OCCUPANTS FREIGHT LIFT 58 S.F. NO COUNTED O OCCUPANTS 5,000 S.F. PER UNIT 2,893 /.3,000 = I UNIT REQUIRED TOTALS: 2,8�f 3 S.P. 140 OCCUPANTS 2 UNITS PROVIDED 75'-O" MAX TRAVEL DISTANCE TO EXTINGUISHER BASEMENT OGGUfi ANGY CALCULATION SPACE AREA S.P. AREA PER OCCUPANT OF OCCUPANTS G`y���•Al. ARcy`TF` : BU I LD I N6 PLANS FOR GRAWLSPAGE: 142 S.P. NOT COUNTED 0 OCCUPANTS 04`0 O� AI NII O �I NE�ARD STAIR: 76 S.F. NOT COUNTED O OCCUPANTS �� 15x75 C.R.cR48 curcHobue,NY BASEMENT WAREHOUSE: 2,615 S.F. 500 S.P. PER OCCUPANT 6 OCCUPANTS I �-t;`' •`' SCALE. AS NOTED APPROVED BY. DRAWN BY.RK 2 515 S.P. 6 OCCUPANTS SASE ENT O��I� ANC E�RESS AN TOTALS: SCALE: I/4"=1'-0" PAT-5 06-22-16 REVISED BY . �n Robert J. Gruber - ArGl�ite�t 476 Ex re55wa Drive 50. Medford, N.Y. II-f63 (631) 64-4q4q �+ ?' BASEMENT OGGUI ANDY DRAWy�I}NG NUMBER= k~• I OF 12 ISSUED FOR ARB 03.01.17 / REVISED 04.28.17 / ISSUED POR PERMIT 04.25.18 / REVISED PER TOWN 05.21.18 / REVISED PER TOWN 05.31.18 / REVISED PER TOWN 06.04.18 / REVISED PER TOWN 06.06.18 >. EGRESS PLAN JOB, # 15-O�i4 EMERGENCY LIGHTING LEOEND BATTERY WALL PACK . TO BE- SELECTED SELF LUMINESCENT EXIT 516N TO BE SELECTED HARD WIRED.SMOKE,DETECTOR GO HARD WIRED CARBON DIOXIDE DETECTOR T- r - / �HELVINf AS PER OWNER RETAIL r� / r /` 'J�'`, - i '" /•., r � � \ , � � v � FINAL LOCATION AND QUANTITY OF EMERGENCY LIGHTING 8 F - - - 5� / \,/ '�' �,I �' \/ / �/ \: EGRESS EQUIPMENT TO BE DETERMINED BY FIRE MARSHAL ug ' I' II`l� i I �� I I�I N I T 'LET w j\ 5 OCCUPANTS ;\ Y� \ I--I-- - -- �� I�- - I � U� Q .\,r '— '' ' \. \_ �I' � \\\ --- NbT�� SITED GO NO �OUNTEI� - DN < TOTAL �-GAVELrE � , %` ► \ \RETAIL SHE VING /,'' .', ,., ,.: r /:' /' +jr ��R Y/I G�t 1 % '` \\✓ 'i \,' V ASPEROWNER'' I t O / i r GO��R�1� CRUSH FA12N . 384 S.F. — - ! 'f. " ' r , o I � 1' f /� � � D i ENTRY Z ua FRO 12 TION - - - ;i`I € OPEN To BELOW I GO ;a O I I I I % / f w iZ W ,.'` r" !�?R I"'t ' (NOT COUNTED) i GO -� / / ,' f r'Y 4 OCCUPANTS '" pm Ul Q ,` , /' COUNTER SINK ! I % Z / N r •F`° it % !+/ or :26,17611 AL UNDER,f /' /' N FIRS EXT!i1GUI5HcR,—� r' (V r / UP COUNTER TYP. �r` r' SINK /FR-1 / % t i r TOTAL TRAVEL DISTANCE: OMEN:TO ABOVE I r / SEE SECOND FLOOR 151-2 i1 f ,^I }� �r ,�' r \ / f' SEE SECOND II;F�Ef $ /SEF ,6E R -- xr. PLAN /' , I � � € � I 30� S.F. 2 OGGI,PANT,'' •' / TOTAL _ _ r r•' , TRAVEL L DISTANCE: � E t i1 r QST � r,,A, ,1o5'S.F 1'00 j!occuPi NTS b_ 832 S.F. I \\\� \ BLUESTON� 1 1 \,AR,EA\ \\ \ EGRESS G,4LGUL,4TIONS F I R5T FLOOR ONLY: 28 <-)CCUPANTS OCCUPANCY PER IBC CHAPTER 5: { _ -- —\— -- -3- = •— — — `� \� (A2) ASSEMBLY WINE TASTING TOTAL OCCUPANTS FOR THIS FLOOR (5EE CALCULATIONS ON TH15 SHEET..) .c TOTAL 140 OCCUPANTS Mc,)ST REMOTE P OINT i \ SPRINKLERS: PROVIDED INCHES PER OCCUPANT PER IBC 1005.3: .2" FOR STAIRS I ( ! ✓� 140 X .2 28 REQUIRED --- — ,' \ _ I , :, 48" PROVIDED .15 FOR ALL OTHER COMPONENTS DN i=R�I GHT 140 X .15 = 21" REQUIRED CUIRED r/ LIFT (4) - 36" DOORS PROVIDED �/ •� <:. 58 S.F. (NOT COUNTED) TRAVEL DISTANCE PER IBC 101 ALLOWABLE: 250'-0" ACTUAL: ci5'-811 DOOR SEPARATION DISTANCE PER IBC 100`1: 87'-q" / 3 = 2q'-3" REQUIRED 48'-ci" PROVIDED FIRE EXTINGUISHER CALCULATION (FIRST FLOOR ONLY) IST FLOOR OGGUi�AN2l" CIALGULATION PER IBC TABLE ao6.3 (LOW HAZARD) " SPACE AREA S.F. AREA PER OCCUPANT # OF OGGUP NTS 2,515 S.F. OF TOTAL BUILDING AREA WINE PRODUCTION AREA: 68'1 S.F. 200 S.F. PER OCCUPANT 4 OCCUPANTS WINE TASTING / BAR AREA: '105 S.F. -1 S.F. PER OCCUPANT 100 OCCUPANTS 3,000 S.F. PER UNIT WINE EDUCATION AREA: 413 S.F. 15 S.F. PER OCCUPANT 28 OCCUPANTS 2,8NI / 3ROV = I UNIT REQUIRED WINE SERVICE AREA 85 S.F. 200 5.F. PER OCCUPANT I OCCUPANT 2 UNITS PROVIDED "i5'-O" MAX'TRAVEL DISTANCE TO EXTINGUISHER WINE PREP 4 SERVICE AREA 502 S.F. 200 S.F. PER OCCUPANT 2 OCCUPANTS ENTRY / RETAIL AREA: 2651 S.F. 60 S.F. PER OCCUPANT 5 OCCUPANTS EXTERIOR WALLS NOT COUNTED: 56 S.F. NOT COUNTED 0 OCCUPANTS BUILDING PLAN5 FOR TOILET AREA 166 S.F. NOT COUNTED o OCCUPANTS �� AR OPEN TO BELOW AREA 58 S.F. NOT COUNTED O OCCUPANTS v F' 15q 15 G.R.48 S?�NN I NO 11� YR2� STAIRS -16 S.F. NOT COUNTED O OCCUPANTS �� ��� ,�' �� GUY, RK E,NY _ �d� �' SCALE: AS NOTED APPROVED BY. pR/�.�N BY, RIG FREIGHT LIFT 58 S.F. NO COUNTED O OCCUPANTS FIRST FLOOR �, / L(5�E S S FLAN �, 5: 2 OcO 5.F. 140 OGGUPANT5 r SCALE: I/4"=1'-O" � �� '�- � DATEI 06-22-I6 REVISED BY 1 707ALS: Robert J. Gruber Arch itor t y� 416 Ex roe5wa Drive 5o. Medford, N.Y. 11-165 (651) 654-4g4a .oF FIR57 FLOOR OCCUPANCY / DRAWING MBER: 155UED POR ARB 03.01.1-1 / REVI5ED 04.28.1- / 15SUED FOR PERMIT 04.25.18 / REVISED PER TOWN 05.21.18 / REVISED PER TOWN 05.31.15 / REVISED PER TOWN 06.04.18 / REVI5ED PER TOWN 06.06.18 - EGRE55 PLAN �oB1)O# O 15-Oq4 EMi F5ENGY L I C�HTI NC" LEOEND BATTERY WALL PACK . TO BE SELECTED SELF LUMINE50ENT EXIT 516N . TO BE SELECTED HARD W I RED SMOKE DETECTOR G'✓ HARD WIRED CARBON DIOXIDE DETECTOR �: . E - �. � .:; — LINE OP WALL BELOW =—r-- -- —1 NOTE: FINAL LOCATION AND QUANTITY OF EMERGENCY LIGHTING $ 0O EGRESS EQUIPMENT TO BE DETERMINED BY FIRE MARSHAL w ISluO m Iz Lu -- w ) Iz I v o KNE NE I I FRODU�TION I I AREA - uA1 OPEN TO BELOW I O 21'-0" V N OI p I GO m MOST REMOTE POINT rI S� O I I I 515 S.F. tu DN 26'-0:: 4 OCCUPANTS — _ — J Qlu r� 11 DOOR' I N J / z I OPEN TO BELOW FIRE EXTIN61)I5HER, TYP. I I EGRESS CALCULATIONS 5ECOND FLOOR ONLY: OCCUPANCY PER IBC CHAPTER 5• (B) BUSINESS OFFICE TOTAL OCCUPANTS FOR THIS FLOOR (SEE CALCULATIONS ON THI5 SHEET) TOTAL 4 OCCUPANTS I I SPRINKLERS: - PROVIDED L LINE OF WALL BELOW -- — INCHES PER OCCUPANT PER IBC 1005.5; ' .2" FOR STAIRS 4 X .2 = 0.8" REQUIRED 48" PROVIDED .I5 FOR ALL OTHER COMPONENTS - NOT APPLICABLE l TRAVEL DISTANCE PER IBC 101'7 ALLOWABLE: 250'-0" ---- � ACTUAL: DOOR SEPARATION DISTANCE PER IBC 1007: - NOT APPLICABLE FIRE EXTINGUISHER CALCULATION (SECOND FLOOR ONLY) PER IBC TABLE 106.5 (LOW HAZARD) 471 S.F. OF TOTAL BUILDING AREA 5,000 S.F. PER UNIT 471 / 5,000 = I UNIT REQU I RED I UNITS PROVIDED '75'-0" MAX TRAVEL DISTANCE TO EXTINGUISHER 2ND FLOOR OGGUFANG`i' CIALCULATION D a� BUILDING PLANS FOR SPACE AREA S.F. AREA PER OCCUPANT # OF OCCUPANTS •�K� cyyT C� 15115 G.R. 48 5,4NN I NO V I NE`1',�RD 2ND FLOOR OFFICE- 5CI5 S.F. 100 S.F. PER OCCUPANT 4 OCCUPANTS Q�' �t� '�' � GUTGHOGUE,NY ���' Qe� SCALE: A5 NOTED APPROVED BY, pRgw"BY: RK S �ON� FLOOR O��I� N� I / EC7RESS PLAN `1y DATE: 06-22 REvisEpeY : STAIR: 76 S.F. NOT COUNTED O OCCUPANTS TOTALS: 411 S.F. 4 OCGUPf�NTS I SCALE: 114"=I'-O" A ' Robert J. Gruber - Arr hitect . 41(b Ex re55wa Drive'5o. Medford, N.Y. 11165 ' (631) 654-4g4a of arc+ SECOND FLOOR OCCUPANCY / D��I"G"" BAR: II ' 01= 12 ISSUED FOR ARB 03.01.17 / REVISED 04.28.1- / ISSUED FOR PERMIT 04.25.15 / REVI5ED PER TOWN 05.21.18 / REVISED PER TOWN 05.51.15 / REVISED PER TOWN 06.04.18 / REVISED PER TOWN 06.06.18 '=`' EGRESS PL,4N �oB, # 15-014 y� iS •� e x, f h u 4 h 4r' is n ar SIPS ' SIP NO. 2018 Subject: Fire Resistive Assemblies " Date: November 2007 (Revised June 2010) ASTM E 119 (UL 263) tests have been conducted on Roof/Ceiling: 1-Hour Rating R-Control Sips to develop fire resistance assemblies. An R-Control SIP with two layers of 5/8" Type X gypsum Wall: Twenty Minute Rating board applied to the face complies as an hourly roof/ceilln 9 An R-Control SIP wall section faced with 1/2"gypsum board assembly per the criteria of ASTM E 719. ,I with an electrical outlet and wiring in place was tested, A Please refer to PFS Corporation Fire Resistive Design AFh1 n foam sealant was placed around the outlet opening follow- Assembly 3, Ing R-Control SiP detail SIP-129a, h The results from ASTM E 119 testing showed that an Roof/Gelling: 1-Hour Rating R-Control SfP having electrical outlets, wiring and factory An R-Control SIP with sprayed fireproofing and supported Precut chases detailed per SIP-129a and with 1/2" gypsum by steel joists complies,as an hourly roof/ceiling assembly boardcomplies as a twenty minute fire rating per the ASTM Per the criteria of ASTM E 119. i E 119 test standard. Please refer to PFS Corporation Fire Resistive Design AFrl Wall: 1-Hour Rating Assembly 4. is - 1 An R-Control SIP with two layers of 5/8" Type X gypsum board applied to the face, having an outlet and wiring in Place and an Intumescent caulk placed around the outlet opening complies as an hourly wall assembly per the criteria i of ASTM E 119. Please refer to PFS Corporation Fire Resistive Design AFM Assembly 1. I - Wall: 1-Hour Rating c I An R-Control SIP With one layer of 5/8" Type C gypsum board applied to the face and connected using 2X dimen- sional lumber splines complies as an hourly wall assembly per the criteria of ASTM E 119• i Please refer to PFc ii 11 � Corporation Fire Resistive Design AFM ;1 ; Assembly 2. . y I ; • 1 1 11I i ' SIPS II SIP no. 2018 Page I of 5 • $j ® SIPS I St'°'& j SIPS S'P no. 2018 AFM Assembly 2 1 Hour Fire Rated Assembl Former[ 0535 SIP n°. 23:5 I AFM Assembly 3 (1 Hour Fire Rated Assembly) Former) P517 SIP no. 2018 AFM Assembly 1 (1 Hour Fire Rated Assembly) (Formerly U534) 13age 2 of s y { y) (Formerly ) Y)( Y ) page 4 of 5 Page 3 of 5 44 's! 1 CAULK , 1 � x r I 2X4 WOOD STUDS AT u O.G. W/ (1)"2X4 BOTTOM PLATE 4 (2) 2X4 TOP PLATE R-15 BATT INSULATION, NOM . 5-1/2 IN, THICK, MIN. 1,Panels -R-Control SIPS consisting of polystyrene foamed plastic r DENSITY OF 0.80 PGP, core faced on both surfaces with min 7/16 in.thick oriented strand II t WITH A FLAME SPREAD OF 6 t board.Min -3/8 in.thick polystyrene core. R-Control SIPS loaded to l• Panels-R-Control S1Ps consisting of polystyrene foamed plastic r� I I' I.Wood Beam-Min 4-112 in.wide y 9-] 25 OR LESS AND A SMOKE !2 in,deep size wood beam DEVELOPED OF 50 OR core faced on both surfaces with in 7/I6 in,thick oriented strand ' spaced in accordance with manufarycturer's specifications, j. LESS, FRICTION-FITTED TO 1800 th.per Linear foot, mfI board. Mi X1,9 �I I. n 5-3/8 in. thick polystyrene core, R-Control SIPS loaded to °'l I. i' COMPLETELY FILL THE 2, Splines-Nom 4 in,wide by 7/16 in,thick oriented strand board .I r' 1800 lb.per linear foot. i" I 2,Panels-R-Control SIPS consisting Of polystyrene foamed plastic STUD CAVITIES. �i g P Y } p t splines installed between vertical joints,in pre-cut channels in the I `, i'I l; Ifll core faced on both surfaces with min 7/16 in, thick oriented strand Panels(Item 1).Splines secured to face in contact with oriented strand :� ;,; ; i 2.Splines-Two Nonr.2 by 6 in, thick No:2 lumber instal 1f I board,Mn 3-3/8 in. thick polystyrene core. �€;,,. , led in Panels (1) LAYER OF 5/all board with R-Control Do-All-Ply and 1-5/8 in, long Type S steel screws (Item 1) in pre-cut channels. End stud and bearing plate secured to the "TYPE X" GYP BD. ON oriented strand board with 1-5/8 in, long lonring drannails ils spaced 12 in. ! 3. Splines(not shown)-Nom 2 in, thick wood members,installed in EACH SIDE spaces 6 in. OC along the.edges of each adjoining face. I � OC along the edges on both faces. accordance with manufacturer's design specifications, :; I 3. Gypsum Board-5/8 in, thick,411 wide,Type X applied vertically in ,I:'I r it 3.Gypsum Board-5/8 in,thick 4 ft,wide applied vertically 4 If� CAULK two layers.First Layer installed with 1-518 in.long Type S steel YP PP Y tli I 4,Gypsum Board-Min 5/8 in.thick,4 (}wide,Type X.For ceiling,two FLOOR screws spaced 24 in.OC verticals and 16 in.OC horizontally.First 1 installed with 1-5/8 in, ion hi 7 layers of 5/8 in.thick by 48 in•wide sheets installed with ion P Y Y g t,lrllow bugle-head steel screws spaced 8 I!, i, g l; layer vertical joints offset min 16 in,frorn vertical spline joints of in,OC along the edges Ind 12 in. OC in lire field, Vertical joints over dimension perpendicular to wood beams, Inner layer attached to Panels Panels (Item 1).Second layer installed with 2 in.long Type S steel vertical joints of Building Units* (Item 1),Gypsum Board joints covered I(,j' I,• using 1-1/4 m, long Type S bugle-head steel screws spaced 8 in.Oe ) WOOD FRAMED FIRE R,4TED WALL j screws spaced 12 in.OC vertical[ offset 12 in. from first layer with oint tape and joint compound,Screw heads covered with joint I'll I along the joints and located 1/2 in, from the edges,Joints of inner AT �R�I GHT LIFT P Y, y i j P J screws,and 16 in,OC horizontally,offset 8 in.from first layer compound, +ILII i', layer of wallboard to be staggered from joints of panels,Outer layer screws.Second layer vertical joints offset min 16 in.from first layer attached to building unit using 2 in, long bugle-[read steel screws UL# USOS vertical joints. Outer layer wallboard joints covered with joint tae y AN GYPSUM CO-Type Ii � spaced 8 in.OC and located 3/4 in.from J P AMERICAN yp AG-C ; I : . the edge,and 12 in.OC in the j CANADIAN GYPSUM COMPANY-T e C. t and joint compound.Screw heads on outer layer of wallboard covered with yp f I field.Joints of outer layer to be staggered from joints of inner layer. I, For beam two layers of 5/8 in,gypsum wallboard fastened to wood beam d joint compound. TEMPLE-INLAND LAFAOREST PRODUCTGE NORTH AMERICA INC- S CORP CT f e ,�� I. I• using 1-114 in. long Type S bugle [read steel screws spaced 8 in. Type TG-C ;i : P OC and l 4.Plates(Not Shown)-Nom 2 in.thick(width determined by panel 1 UNITED STATES GYPSUM CO-Type C. +k' r outer layer fastened to wood beam using 2 in.long Type Sbugle-head 3 thickness)No.2 lumber installed at top and bottom of Panels(Item 1) USG MEXICO S A DE C V-Type C, illi i Irl steel screws, in pre-cut channels. Plates secured with tad box trails spaced 8 in. OG alongdie edges of both faces and R-Control Do-All-Ply to faces in 4. Plates of Shown Nom 2 in. thick(width determined by panel I Y (Not Shown)Outerwallboard allboard joints covered with paper I g ) ;. � ) - l'I' t. 5.Joint System- contact with oriented strand board and ort die face in contact with the G thickness)No.2 lumber installed at top and bottom of Panels(Item 1) lili I tape and joint compound.Screw heads covered with joint compound. P polystyrene core, n re-cut channels, Plates secured with 8d box nails spaced 8 in,OC 1 i161,1 r along the edges of both faces and R-Control Do-All-Ply to faces in k contact with oriented strand board and on the face in contact with the iI polystyrene core.rl. �ll, I` BUILDING PLANS FOR ?.f � .At � I5q"i5 G.R.48 5�4�lN I NO V I NYRD GUTGHO6UE,NY J APPROVED BY, 1 5GOTEDALE, AS N DRAWN BY.Ri< DATE. REVISED BY , ` 06-22-16 Robert J. . Gruber - r�l�itec,t IDIS71, 4-16 Ex re55wa Drive 5o. Medford N.Y.- 11163 (631) 654-00 v� :+:,� FIRE RATING DETAILS DRAw12 NUMBER, FIRE 12 ISSUED FOR ARB 03.01.17 / REVISED 04.25.17 / ISSUED FOR PERMIT 04,25.18 / REVISED PER TOWN 05.24.18 / REVI5ED PER TOWN 05.31.15 / REVISED PER TOWN 06,04.18 / REVISED PER TOWN 06.06.18 ; ; JoB,' # 15-O�i4 SIP WEIGHT THICKNESS (psf) B R 3 4 1 2" 3.2 6 1/2" 3.4 8 1/4" 3.6 H 10 1/4" 3.8 12 1/4" 4.0 c•� NO JOG IN FOUNDATION . SIP R-VALUE R-VALUE 7'-O8" PANEL. 23'-016" PANEL. 19 -816" PANEL. THICKNESS ® 75°F @40°F ' 4 .1/2" 14.9 16.0 N 62" 10 -1116 6 1/2" 22.6 24.4 5 5 29� 5 „ 13- 13» 13 5 1' 4'-7- 4'-7- 4'-7- 6'-3- 5'-7- 5'-7- 5'-7-" 6'-3-" 40'-029" 4' 8 1/4" 29.3 31.7 32 32 32 16 16 16 16 16 32 1 71" 71" 7 71„ 61„ 71„ 71„ 71„ 5 71„ 11 10 1/4" 37.0 40.0 � u C.0 2 2 BR5 2 2 2 2 2 BR5 2 1 12'-11" 9'-7 1 " 12 1/4" 44.7 48.3 � N O TrrBRs 16 14'-5 2„ 2,-66„ -------------r �-------- ---r- ------------ --------------r---------- --- --------------r-,------ --------r--------------- - - - -- - T r ICQ ' ---------------- I I I I I I I I I I - -------- --------- ---------- ------- - ----- -- --- ---1 co rn I I I 24 R I I I I 2 O R ' III , I-i o v 1 11 8 R I I I --------__I I _______-- I I I I --1� ______ __________________ _______ _ ___J Mechanical Ventilation t� ---- -------------- ----- -------- -------- ------------ --------- -- e i----------- - ----� • ______ I 10 07-_--_--_ _ - --------- -------- __---__- - --------- --- ______ -=----- R-Control SIP construction .effective) eliminates air infiltration 'd N 1i OO ------ - ----- ------- III -------- --------- -------- ------=r --------- c - -T -----J -------------- --- ---- - ----- - _ -_ - z - ---� ------ ------------------ ------- - s=___ Y �I - I �-s Irl i i I i and exfilteration in .a structure.. Energy robbing air changes are p .0 N I I I I I I d l I I I I I �l 1 I I 1 I 1 1 I I I 1 1 I I 1 -- ---------------------------------------------------- ----------- ------------------ ------- - -------- -+ I greatly reduced. For .this reason R-Control SIP Manufacturers re- =MW I 1 1 I l quire that you use an air .exchanger. R-Control also recommends U 4-1 „N -� I 1 1 1 l I I d 1 I I I I I I I I 7 I i i CY T that .your structure be analyzed by a qualified HVAC representative r^, •� I 1 1 1 I I I d 1 I I I I I I �_J to determine proper ventilation design. :Refer to R-Control SIP 2 II 1 h P P g I 1 1 1 I l I d 1 I I I 1 I I I I o I ' I Technical Bulletins sip..no. 2000 and sip no. 2051. l2 � I I I I d 1 � I I I I I I r � I I E-� Z BR6 II �""'" 1 BR5 I 1 1 I 8 R 1 1 I I d 1 24 R I I I I I I 8 20 R I IF i I d l I d 1 I I I I I I BR5 Q 5 i 18 I I d I I I I I d 1 I I I I I 1 U1 O -_ _-_-__ __ 6/12 PITCH __ - I _ R5 6/12 PITCH I 11 I I I I I d 1 I I I I I I I I - - _ . 1 1 I I I I I d 1 I I I I I I .c:; t' I Cl' '1' i R1 (� ( o?!co w �; " _ Note . Contractor/Panel installer must 1 I d I I I I I d 1 I I I o r t c r" I I d+ +1 I1I 1I11 1111 1I1I 1I 1I II 1I 1dd 111 II II II II II E" nzrn --- ------------------- -------------------------------- 24'R --- Ii Ii =r--- ---t=--cam- --- --- - � drill holes thru all woad componentso ne ntsW IT ;--- ----�--- ----=s -------- --------- -------------------------------- ------- ' - -------- - Splines, shoeplates, jacks etc.) tiaie with wirechases r - -------- --------- -------- --------- --------- 24,R 2Q'R -- S'IT:EI MOMINI' FRAME. To be compa g'R in panels. Contractor too mark wirechase locations on panels. I 1 1 I I I f 1 d 1 I I I BR5 I I d I I I I I d l I I I I 1 t o 1 „ i t BR5 R5 i i1 BR5 �� Note: If Vertical Wirechases acre needed 31'-7 FFICE 8 I I d I I I I d 1 1 I I I I I w 1 11 I i please indicate on drawing. I q 1 I I I I d 1 I I I I I E-• R5 1 1 1 , I I I I d 1 , I 18 I I , I I U� II o � I � ,� � I I I d R I I I I d i 24 R I I I 2Q R 1 1 ------ ---------------- ------- i - - ----------- --- ---i- I---------1 --- --- 1 CID Drawin •Review � 4_ %X 0 4. 4' 4' 4' ' 4' 4' 4' 4' For all Pa es : of Shop Drawings I 1 1 I I I I d I BR5 I I I I I co I I I I I I 1 d 1 I I I I I I E- - 1------------------ - C\2 - ------I ------------I-4------------d-L------------- F Il: c- _� ---------- ��---------------1- �- I I 1,_7�„ I I , o I - -- I------- - ------------- --- ----------- - -- --- -- ------ ----- --------- - ---- ---------- --- ----- -------------- t-_ -------,------t r---------- ---r�---------------rrt-a----------- _ =____ ®-=®-=c ____------ =_=-s=®= r= -_- -®__ _-- ----- ------- c)1 NEtti�. w 2 SEE DETAIL rn ��7✓2 � f"'I C� 18-sR4 -- — (3) 20" I..,VI., RIDGE BEAM. IP Og��, \ 2"x6" EACI-I SIDE. ti„ = h of NYS EdUC016r)Lbw 1 to SEE ROOF PLAN FOR THIS ROOF AREA. = I I �fllFl 1 1 8rkicle I Secfiirih'7204torartycn i I IIII I / - 2Yf,0Yion of ci iiconzed es$be i5 p fesssionot N trffer fihis ifem in ta)5y wdy. FF��11 `� r' Illlo 1 �,' 1 ___ v O ` I I � IIIIX� I I .. �..+ p � U hu21'-108 �.41„ 1 6 IIIIc�11 2 ^ 8„ b Cd 0. 2' R4 I I I I J R4 `t. 2 I ------ --- ----- --- ---- -� IIII F =,_ -- ---� -- ----r -----------7-r---------- r- ---�� 2`X6" Hk; DER-- I T"X6 IICADEt - ------ O IrI - I---------- -------- -- -- ----- IIII I ---� ---- -- ---� 1 ( - I-------------1- 7-1 - I i Iq 11 GSI I IIII Il �ca 11 ql 1 OI .� p I I I I I I IV, v:° IIII 1 1° vi BR4 v� I W 1 1 x Cn 1 O I I I I I I I I I IIx xc'� I IIII I �%x xI I I z I I I I I I I I I I I I I N IIII I v I c"In I I I I 6 -4„ IIII 16'-4" I I I 1 1 u .`.`Y 7r--'i I l /f�"� rT�i �I I I ---- ,,I - , -� I tl I ' 1 I I (' ) I;4 -----------_ I A ._...-1 ..._...I N _y I I` _ 1 I IIII III Q " I 1-n _ I I III IIII o I I �� I I � I I I I I I I a I I I IIII IIII IIII W f-c, I I I g I I ���\ ' cX I I I IIII IIII IIII m Q:� I I I BR4 _� I I I I I 1 I I I I IIII IIII C�D _ I I i I �� I -4 I �' III III 1 I I I I "� - I I IIII IIII 1 I \ 10 H 1. _ 8 R 1 I I I I I I , IIII , III g I I .41 I I 1 I ------- r III III t -i I I i I I I IIII IIII _ O I I I I I I 1 1 I I I III III 1 I I II-------- I_ r-------------- t l I IIII 1 III Z- E, /I I I I 11 I III > > III I I I I i Ir I I I I I BR4 I 1 I I I 1 1 I IIII 1 III I I I I I I I 1 1 I I 1 II I I I I I � I t 1 I I I I f _AUL___ __1, _I I_ �L_ _ _11 I I 1 + tl --- ------- °-� I ----- r rrr/i��i lr�/i /i�r /i /ir/i�✓i �i�ri// /rrr rir/�/a /''+ / /rr -------r \__ ___ ©F News' TRy a� m z SEE DETAIL ' Z f...� (3) 20" T.,VI., R1I)GE BEAM. 18-BIZ4 <p 312i12dig.' � 2"x6" EACH SIDE. ----- � 087761 /1g II F U On 1� 'A II r Y I -t \ . tt a I rl t NYS EduCatT9h Law �1 M _ �n e 1 ess he is+aat n�ands he = ,on of a Ifcensed pmfewonal N /i j IIII j j - engineer to alter thq flem In any wny, CD ~ -11 all 1'' O 4 I I 3'-118 I I I •� v I II II I 2' 4-4 3' � 6 3�5��� 43„ 16 - -p-- ------------I- ------------7- 1 j IIII i ; -T-----------1-T-----------i -i-----------I- -----------r-T�--i M-+ u job ap,lll l p i i I I I I I I I I 1 1 .� O c�\� I I I 4-4 R4 �1 I I Q ' I I I I I I I I I P M g•_g I R4 I I IIII x l I I I I I I I I I 1 1 r l ;' ^N ' I i EIIII inl I I I I I I I I I I 1 1 I \./ �_ .4-4 --- ICCQ ��� �� �� �I `��\ ���\ I I I I I I , IIII „ �I I I i I I I I I I I I I I 4' I I I I 8 I 11 {� I ------ I D 11 @ 1 tt BR4 1 , I I 1 V IIII 1 I I i I BR I� 1 1 V I IIII I I 1.6 ---- I +� 1�. .I t_ P d t . _ R4 it y \\\\\ g-- i I I i ij ! -- I 6 I I I I � .S• I I IIII Nm1 rTt} -1 I/ -------- 1 ! -----------------------=— I-I- -- _ I I 1I -J r I li. I I R4 �f t I I I I I I all I I I I I I I I I I I 1 1 1 I I I I I I I I 1 I I I I 1 1 - --_----- II I I I I (3) 711 VL HEAllER Ij- I I I I I I F-- - -----� I I �DE�T I I I I -------- --------- 1--------t ---------- --------- ----- fF i l I SIMPSON CC781S('RAP. t2" I I I I I I I I LAP ON1'0 F.ND OFl STP WALI, -- 1 1 c9I IIII 9 I I II I z l I II I I I I AND WALL FRAMING BELOW. I I I II I I I I I 1 1 - I I -1--------------� I I I I II 1 I I I I I I 11 a1''-4' " rI I _ I I / L=_=__ CL, rA //I// // // //r// / 1 -6" 1 -6" --------- I I R4 I I-- I _-_-=-=-= rr-/-rrr-/-/r-r/-r r-/r- 1 -------------------- (3) 7 /4" ,VLHEADER 11 I J LJ '! 318 -101 4' S -716--.------ II II II cca, BR (3) 2x10 HEADER ( Wl6 X 31 STEEL BEAM HEADER 4 2x6 HEADEII II 1' � —..-----------------...------- ----------------------...----------------------------1 i p l I l �I� j j` j l I (2) SIMY:;ON A23 SIMPSON CS18 STRAP. 12" I 1 p I I I I 1 ANGLES EACII CORNER 1`1� - ii V4 p LAP ONTO END OF SIP WALL 1 AND WALL FRAMING BELOW, I 11 I o o o a aci! (I oo ao ciQ oo I I I I a a IIS I I (_.'-� a:.v I . C\2 1 v r i% 8 �v rn cni' ! ixn WWI w to to v1 v2 w rn > , I C C�2 , C2 H r F; a o E-E E F E E E~F I 1 C01d+ '-' '-, x p U x 1!',:�x xc7 ! Ma v)w ip x x 0 u x 1 _ o 1K- uz E- c� vii F I I 8 1 1 I o O 8 R4 I 1 1 I -102 x i !1 x F n 16' I 10 10 ' I C�2C'7 O FASTEN GANGED 2X6'8 --- - -- I U a 1 �: a u; l,zcu Uz ! 4 R4 I I I I I `-' II� I BR j I I I d a I I I w c7 d ¢ ( d < U, ,� I .� .-C ti ,v 0. 1 x '-a x O x ti x j o 2 .� TOGETHER WITH (2) lOD - +-- -- I 1 I 11 I ! ''_ z a c ! R4 I rn u I I I I I 1 w I I a to! !Iso cow e- h rw co w co n o( ! I R 1 I COMMON NAILS @ 6" O.C. I I 1 I x x 11:x I x_x x-x;l !il.kx kx o. kp x k x_x I� k iC k xi co,I� 1 N TYPICAL THIS WALL ONLY. 1 I I I nt �� II�� I ( a c., ', t civ (a N w :�iu cu iv v v cv / \ G `cv2vi v;j1 j i j � ,.., ! A, n, _ ! 4 2x6 POST SUPPORTING � . 10°x12" TIMBER. I oa (4) 2x6 POST SUPPORTING w 10"x12". 'TIMBER. I i BR 1 i o LJ it I ! 1 N 3'-715 -�- 4' 4' 10' 1'-62„ L6 3, 4, W N 16 HEADER NEEDED FOR STAIRS. 3' 4' J 'a � o 1 29^ 1 1„ HEIGHT NEEDED FOR STAIR CLEARANCE.----" BEARING WALL. BEARING .WALL. 62 22' 1032 62 62 o > v 29" 1- 3„ 1 ,-1 � � f� ► �0 62„ 7, �. 3 2 4 8 9 �..J..�-J �� E C l�/JI_JI ..a OTHED L b PJ o (2) STMPSOM STHDIO HOLD DOWN > E � CAST INTO FOUNDATION BY OTHERS. Lo U O 71 1 I j LITNATIC)" NNr'1� 1` _ _ ! Ij � r,r _�_�_E�`� ---- _� o__4 C ( WIN E—iTASr�'� C � T� C �_' C� L� CC �'�C� I� 0 0 C 0 VCR\,CD CRUS-Ir"_ P-AlilD WALL FRAMING NOTES: @ 1. LVL TO .BE MICROLAM LVL 2.0E BY TRUSJOTST OR EQUIVALENT. O' 2. DIMENSIONAL LUMBER TO BE DOUGLAS FIR-LARCH, #2 GRADE (,VWPA) C\2 1c 3, WALLS TO BE FRAMED WITH 2x6 AT 16" O.C. SHEATHED ONE SIDE 03 m WITH 1/2" APA RATED SHEATHING. PROVIDE SOLID BLOCKING AT ALL PANEL, EDGES O CO C\2 $:'fFASTEN SHEATHING TO WALL FRAMING WITH 8D COMMON NAILS AT O.C. ALONG PANEL EDGES. 6" O.C. ELSEWHERE. FASTEN WALLS TO CONCRETE SUPPORTING STRUCTURE, BY OTHERS WITH 1/2" DIAMETER ANCHOR BOLTS AT 32" O.C. ---- - - CO U �D x � ~ -,-r----- ---------- ---------- --------- ---- --------- ---------- ---------- -----�-�- I I N I -AP4I I tl I I N I I CyD a------ -_i----------7-----_-- --r----_--- --1- --------7- ---_-----r----------i- ------r ri��IVDP�rr��r�rir�r rri�r Y�ri��r�/r ori�r ref r � ��rr r��rr r��/y ri rig/ir rrr/i ori�/n�r ori r/i�rir rr r/i�/v�� /rrr r�rig rig/i/(r�/r/i�rid/r/I�I rri 19'-116" 23'-0111, 7'-032" O H�I II N 1 � ' 14 Nil 1 NrI _ - - 14 ___ -____ 14 I - -Z-------------- T---______-----T r --------------r----------------� T------------ ----------- T--------------T ` 8 it 11 �� ��'' I N _ 14' 8 I I I I I I I I I I I I ~ R4 �03(, ��I �� �� 4`� `� �-_ _ BR4 I I I I I " p I I 2 �\ _1_?_ I I I I I I I I I C�2 71 N �2 �_ �� I I I ���-_ _ 22' 16 1.4 I I I I " " I I I I I 1 i E- 61 �O� 11 �� �� I I I `� 1`�\---- - \ I --. N I O pLo _I /� � I I i I �\\� 11 3 2 I I o-_ I - - 1 I 2`� I k - I I I 1 1 1��� -� l i t__- R4 i I I I I p p I I I I 1 Io-I ► y 1- •-� r � \� �IIIlI - II II /�T��T�/Y T//��r/7'�i�T_��T IIST/-I✓7/��r7/ f!'�// T�/r7/��`Lj(I1 l Ir(�/r T///y 7/'L�'r7/ T r7!T'�I/ I/��`r7/�Y�!T fir%T ///f'-/'I�/ / / / /--/ I/ / / �p'-p 'J7�T�/r Tr�T-r7r�T'iFI'��rI// i iii /i / r / r ///T I1 F--� - '�/ 11 N1 \�� \` �IC�2 �'' III 16 �� =1 =- 10 �' I I N I I I I I REVISION:. AT OFFICE. I BR=4 �__-0 B R_4 'II III II IIi III III III III -18-2018 -------- 7 ------- I IOJ (3) tt 7/8"'LVL BEADATE:. 03 ---- --- _ ___ _________ SIMPSON LCCQ68SDS2.5------ ----- _(2) SIMPSON CS18 - - - - --- - STRAPS 18" LONG. COLUMN CAP. II I ---- ---- - t-------- - t - ------7i - ------ -------- N= I I I I I U)� W E-' O I I I W I I I CJl Z O I I Cz 6O EL'-.I I IZ. aEI I C 18, 14' W co11 N 14 14 14 1.4 , 1 14 14 O, I 14 I 141 lI II 14, 14 1I, p M-- SEIDETAIL co 1 , 1 3-28' 17-BR4 cvl I 1 I I 1 (01 1 C\2 CLt I I (fl II 1 1 O I I E- I I c0 ,� I I I I I I I I I —T-2A" I Cz] w LO I i I I 3'-2 I q ! Xi I >CI I Xi I >1 I I � �r 00 it I I O p� I I I O I I I p l I I I I I I1 b 2 1 O- fz 1 1 I 1 E I I I 1 2 N �I �I I �I I 2 E� a II E, 4 CS) I I ! 1 � I I I I = II R4 I O O O I I 1 O I I I R4 p l I I I I I I I R4 I 1 1 Lz� I I 1 pa I I I N 1 �o -0 3 ii n i 4 SIMPSON ABU88 POST BASE I 1 o I TO FOUNDATION BY OTHERS ' R DATE: 03-08-20181 L ------- -- -- ------ --I ---- ------- -'- -------I I---------- --------- ---------- ---- ------ -------I I --- I 1 ----- I I ---- - --- I 1 --- DRAWN BY: RAD - -- 19'-116" -�2'� 19'-116" 2'-716" �- 4' 2'-3 64,__ 2 3I 2 -316 4 4 g „ SHEET: 1., c�I gl" 38'-11 29/32" 1 !` 2''-016 62 ' . 2 62 16 -33" 2 40'-0 29/32 asG'd` SIMPSOM STHD10 HOLD DOWN CAST INTO FOUNDATION BY OTHERS. �coAl ;. 11 ,r..: �,,y t TI R V/—" N 7Ff;-�� 3_D G 11 J, ---------- 71Z L� �.�7 S r �'.%,.^tom,,..w�F ;�4�.�✓�``r . r` SCALE: 1/4" = 1'-0" R-CONTROL DO-ALL-PLY 1/2" SIMPSON BP 5/8-3 BEARING DIAMETER CONTINUOUS BEAD. PLATE AT EACHANCHOR BOLT. SEE SIP-101A & SIP-101B. r, 5 1/2" X 5 1/2" DF #2 OR (1) 5 1/4" X 5 1/4" PSL POST V 5 5/8" CORE R-CONTROL PANEL. (2) 2X6 DF #2 OR BETTER BETTER POST SPLINE CONTINUOUS. 1 2X6 DF 2 OR BETTER (3) 2X6 DF #2 OR BETTER FASTEN W/81) NAILS ® 3" Q.C. 7/16" X 4" OSB SPLINE CONTINUOUS. 10D NAILS ® 6" O.C. STAGGERED. TO BE BY OTHERS TYPICAL. TO BE BY OTHERS TYPICAL. TO BE BY OTHERS TYPICAL. �...i / TO BE BY OTHERS TYPICAL. 1013 NAILS ® 6' O.C. STAGGERED. TYPICAL EACH SIDE OF PANEL. R-CONTROL DO-ALL-PLY 1/2" R-CONTROL DO-ALL-PLY 1/2" R-CONTROL DO-ALL-PLY 1 2 R-CONTROL DO-ALL-PLY 1 2 R-CONTROL -ALL-PLY 1 2 FASTEN W/813 NAILS ® 3' O.C. FASTEN W/SD NAILS ® 3' O.C. FASTEN W/813 NAILS ® 3' O.C. / FASTEN W/813 NAILS ® 3' O.C. / FASTEN W/BD NAILS ® 3" O.C. / DF #2 OR BETTER 2X6 BLOCKING TYPICAL EACH SIDE OF PANEL. DIAMETER CONTINUOUS BEAD. TYPICAL EACH SIDE OF PANEL. DIAMETER CONTINUOUS BEAD. TYPICAL EACH SIDE OF PANEL. DIAMETER CONTINUOUS BEAD. TYPICAL EACH SIDE OF PANEL. DIAMETER CONTINUOUS BEAD. TYPICAL EACH SIDE OF PANEL. DIAMETER CONTINUOUS BEAD. TO BE BY OTHERS TYPICAL. SEE SIP-101A & SIP-101B. SEE SIP-101A & SIP-101B. SEE SIP-101A & SIP-101B. SEE SIP-IOTA & SIP-10113. FULL WIDTH P.T. PLATE SEE SIP-101A & SIP-10113. Nt SILL SEAL BY OTHERS.- JA THERS. TO BE BY OTHERS. • • < • ,d', 1�1 Cn FOUNDATION & ANCHOR �f N1*-� BOLTS BY OTHERS. P SLAB DESIGNED BY OTHERS. Ci +t! " DIAMETER AT 36" O.C. ^ • 5 8 D MAX W/7" MIN. EMBED. •� • ' ,,,, ,-.,.,.,.,,,,",,,,,_,,,,.,.,_,.,.,_,.,_, "J� 9t' h"'i '� 4 SIA TAPE CONTINUOUS 4 SIP TAPE CONTINUOUS 4 SIP TAPE CONTINUOUS 4 SIP TAPE CONTINUOUS 4" SIP TAPE CONTINUOUS * # n+ v 5 5/8" CORE R-CONTROL PANEL. 5 5/8 CORE R-CONTROL PANEL. 5 5f8 CORE R-CONTROL PANEL. 5 5/8" CORE R-CONTROL PANEL. 5 5/8" CORE R-CONTROL PANEL. 0 INTERIOR SIDE. ® INTERIOR SIDE. ® INTERIOR SIDE. ® INTERIOR SIDE. ® INTERIOR SIDE. t� i O � 'U 2X SPLINE DETAIL POST SPLINE DETAIL0 .�' SLAB DETAIL SPLINE DETAIL q - POST SPLINE DETAIL POST SPLINE DETAII (P Z_ . , „ „ , „ „ 0 776 k id ►= O 44U 1 1 1/2 = 1 -0 1 1/2 = 1 -0 1 1/2 - 1 0 1 1/2 = 1 0 1 1/2 = 1 -0 1 1/2 = 1 � oo � It t o 1 rt of NYS EdyGatfoin i.dw 0 0 N �\ Article.l. ,Sdcf1on'7209-fordhy � M V erso>i,. ' ess"he Is acting Under the `/ 4.4 N .� on of,ra licensed professional � 4 � .� f nginodr to Gttor this item fm any woy, U O . R-CONTROL DO-ALL-PLY 1/2" 5 5/8" CORE R-CONTROL PANEL. (� DIAMETER CONTINUOUS BEAD. SEE SIP-1OlA & SIP-101B. FASTEN W/8D NAILS ® 3" O.C. R-CONTROL DO-ALL-PLY 1/2" EACH SIDE OF PANEL. •� r DIAMETER CONTINUOUS BEAD. 5 5/8" CORE R-CONTROL PANEL. M SEE SIP-101A & SIP-101B. DF #2 OR BETTER 2X6 BLOCKING mid Fi') FASTEN W/813 NAILS ® 3' O.C. TO BE BY OTHERS TYPICAL. ---gl"-J EACH SIDE OF PANEL. -- --------- --------- ___' 2 16D NAILS 0 6' O.C. DF #2 OR BETTER 2X6 BLOCKING ��a�iw 5 5/8' CORE R-CONTROL PANEL. TO BE BY OTHERS TYPICAL. ---------------- -- --------- ---------=----=-==- 6"X6" BEAM. i FASTEN W/8D NAILS ® 3" O.C. see (3) 2X6 DF #2 OR BETTER EACH SIDE OF PANEL. o ===-======---= � ` 10D NAILS ® 6" O.C. STAGGERED. TO HE 13Y OTHERS TYPICAL 4" SIP TAPE CONTINUOUS TRUSS BY OTHERS. 5 5/8" CORE R-CONTROL PANEL. , R-CONTROL DQ-ALL-PLY 1/2" DF #2 OR BETTER 2X6 BLOCKING 5 5/8" CORE R-CONTROL PANEL. ' ` FASTEN W/813 NAILS ® 3' O.C. DIAMETER CONTINUOUS BEAD. ® INTERIOR SIDE. TO BE BY OTHERS TYPICAL. TYPICAL EACH SIDE OF PANEL. o ' SEE SIP'-101A & SIP-101B. FASTEN W 813 NAILS ® 3" O.C. R-CONTROL DO-ALL-PLY 1 2 FASTEN W 8D NAILS ® 3" O.C. EACH SIDE OF HEADER. DIAMETER CONTINUOUS BEAD. EACH SIDE OF HEADER. R-CONTROL IDO-ALL-PLY 1/2" �, t, R-CONTROL DO-ALL-PLY 1/2' w SEE SIP-101A & SIP-101B. DIAMETER'CONTINUOUS BEAD. DIAMETER CONTINUOUS BEAD, R CONTROL 'DO-ALL-PLY 1 2' DF #2 OR BETTER 2X6 BLOCKING SEE:SIP-SOLA & SIP-101B. SEE SIP-101A & SIP-101B. DIAMETER CONTINUOUS BEAD. TO BE BY OTHERS TYPICAL. DF #2 OR BETTER 2X6 BLOCKING ., SEE SIP-101A & SIP-1018. R-CONTROL DO-ALL-PLY 1/2" TO BE BY OTHERS TYPICAL. _ FASTEN W/813 NAILS ® 3" O.C. DIAMETER CONTINUOUS BEAD. EACH SIDE OF PANEL. SEE SIP-IOlA & SIP-10113. E FASTEN W/813 NAILS ® 3" O.C. 4" SIP TAPE CONTINUOUS 9" R-CONTROL SCREW FASTEN W/813 NAILS ® 3" O.C. EACH SIDE OF PANEL. 5 5/8" CORE R-CONTROL PANE - ® INTERIOR SIDE. 10" O.C. TYPICAL. TYPICAL EACH SIDE OF JOINT AND EACH SIDE OF PANEL. C DEC DETAIL DECKm W (3) X SPLINE DETAIL CORNER- DETAIL - DETAIL �AJDER-DETAIL HEADER- DETAIL o N 1 1/2 - 1 -0 1 1/2 1 0 1 1/2 - 1 0 1 1/2 - 1 0 /2 - 1 0 1 1/2 1 -0 D � N � � LO C � - w o '^ 05 ^ 0 r- Z) E A � U O SEE 18/BR4 FOR 2x6 NAILERS '0 � 00 DF #2 OR BETTER 2X6 BLOCKING EACH SIDE AND FASTENING TO BE BY OTHERS TYPICAL. FOR SKINS TO REAFTER. r- O U I •� FASTEN W/813 NAILS ® 3" O.C. i EACH SIDE OF PANEL. I RAFTER BY OTHERS. RAFTER BY OTHERS. 5 5/8" CORE R-CONTROL PANEL. R-CONTROL DO-ALL-PLY 1/2' DIAMETER CONTINUOUS BEAD. II 00 SEE SIP-•101A & SIP-101B. LO � M R-CONTROL DO-ALL-PLY 1/2" II CD CC DIAMETER CONTINUOUS BEAD. 5 5/8" CORE R-CONTROL PANEL. 0 I SEE SIP-101A & SIP-IO1B. • FASTEN W/81) NAILS ® 3" O.C. T"1 R-CONTROL DO-ALL-PLY 1 2" FASTEN W 813 NAILS ® 3" O.C. %'0 'O'4 9" R-CONTROL SCREV / DF #2 OR BETTER 2X6 BLOCKING 7 W {>j 5 5/B" CORE R-CONTROL PANEL. f / , , EACH SIDE OF PANEL. Z CO DIAMETER CONTINUOUS BEAD. 5 5/8" CORE R-CONTROL PANEL. EACH SIDE OF HEADER. /;,;, , fp p, 10" O.C. TYPICAL. TO BE BY OTHERS TYPICAL. DF #2 OR BETTER 2X6 BLOCKING SEE SIP-101A & SIP-10113. TO BE BY OTHERS TYPICAL. a %a ' ' , ,,,, , , ,,,,, �;y ,y, ,•y R-CONTROL DO-ALL-PLY 1/2" FASTEN W/813 NAILS ® 3" O.C. 4 4 4 4 FASTEN W/813 NAILS ® 3' O.C. EACH SIDE OF HEADER. R-CONTROL DO-ALL-PLY 1/2" EACH SIDE OF HEADER. '' %'% '•' R-CONTROL DO-ALL-PLY 1/2' '•. DIAMETER CONTINUOUS BEAD. 5 5/8" CORE R-CONTROL PANEL. O a•.a' ! SEE SIP-101A & SIP-101B. ;;> %> DIAMETER CONTINUOUS BEAR !a y, '' DIAMETER CONTINUOUS BEAD. "� 6" x 6" POST UNDER RAFTER CO U a• a (3) 1 3/4" 9 1/4' LVL. SEE SIP-101A & SIP-10113. (3) 1 3/4" 7 1/4' LVL. SEE SIP-101A & SIP-10113. x N 1 3/4" x 7 1/4' LVL. fi !c WOOD FILLER BY OTHERS. ; ' R-CONTROL DO-ALL-PLY 1 2" ;' ';', ; ,, 6" x 6" POST'UNDER RAFTER 1 3/4' s 7 1/4' LVL. WOOD FILLER BY OTHERS. / "'' r >1 R-CONTROL DO-ALL-PLY 1/2' ! R-CONTROL DO-ALL-PLY 1/2" ! '" DIAMETER CONTINUOUS BEAD. DIAMETER CONTINUOUS BEAD. !r ! DIAMETER CONTINUOUS BEAD. ! 'z !�. ' a SEE SIP-101A & SIP-10113. SEE SIP-101A & SIP-101B. SEE SIP-101A & SIP-10113. .' ,'i' FASTEN W/813 NAILS ® 3" O.C. BEAM BY OTHERS. A 0 Q , FASTEN W/8D NAILS ® 3" O.C. FASTEN W/813 NAILS ® 3" O.C. EACH SIDE OF PANEL. rr+ W a EACH SIDE OF PANEL. EACH SIDE OF PANEL. W r""" E- d A=A @"AlIER DETAIL HEADER DETAIL �) HEADER DE'T'AIL �. � FASTENING DETAIL POST RAFTER DETAIL- = 1 1/2 - 1 , 0„ 1 12„ _ 1 , 0 2" - 1 >-0" 1 1/2" 1 '-0" 1 1/2" � Q C\2 � � > BEAM HELD BACK 1 1/2" FROM W OUTSIDE SKIN FOR INSULATION. See SIP-1010 for Do-AII-Ply W Don't have Top Plate. at top and bottom plates. Top Plate. R-Control SIPS Dos R-Control SIPS Don'ts OSB facings R-Control Do-AII-Ply and SIP Tape E-1and 0 untreated � 1. Handle SIPS with appropriate care. 1. Don't dropSIPS on corners. plates in 1. Make certain surfaces are clean, dr and free of dirt and ~ W ) ) direct ) Y. /-R-Control SIP. 2.) Store SIPS fully supported off the ground. 2.) Don't store SIPS directly on the ground. Don't foreign materials prior to placement of R-Control Q contact 3.) Protect SIPS from weather with breathable covering. 3.) Don't leave SIPS exposed to weather for an extended have with Do-All-Ply or SIP Tape. R-Control Do-AII-Ply �I I �yE-q period of time. unsupported concrete. 2• Store R-Control Do-All-Ply and SIP Tape in a warm 1 I-r•••i Q+ • 4.) Lift and place SIPS with appropriate equipment. p ) Y P /2" Biometer 5.) Provide level and square foundations or supporting 4.) Don't lift or place SIPs without appropriate equipment. OSB facings. area prior to installation during cold weather. continuous bead. II I 1/2" diameter ter Do-All-Ply floors. 5.) Don't overcut OSB facings at openings. 3.) Place R-Control Do-All-Ply in straight CONTINUOUS 1/2 in I 1/2" .diameter WOOD BEAM, SEE PLAN 6.) Install SIPs in accordance with approved drawings. 6.) Don't have SIP facings and untreated plates in direct Don't have diameter beads as shown in details. continuous bead. 7.) Separate SIP facings and untreated plates from contact with concrete. additional 4.) Place R-Control SIP Tape at joints between SIPs as I ( REVISIONS: contact with concrete. 7.) Don't have unsupported SIP facings. cap plate shown in details. I i I 2X6 WITH 1613 COMMON NAILS @ 2" O.C. STAGGERED 8.) Support both SIP facings fully on foundation or floors. 8.) Don't have cap or sill plates less than full SIP width less than 5.) After SIP Tape installation, use a hard roller to apply I TYPICAL EACH SIDE OF BEAM. 9.) When using cap or sill plates, use equal to full SIP or have plate joints aligned with spline joints. full panel pressure to the SIP Tape surface to promote adhesion. I DATE:. 03=18-2018 width and offset plates joints from spline joints. 9.) Don't install SIPs without adequate bracing. width. 6.) Apply SIP Tape or equivalent vapor retarder on interior II 10.) Don't cut SIP facings for electrical chases, use factory or exterior of SIP per climate conditions or code I --R-Control SIP. SIP WALL PANEL TYP. requirement. • 10.) Provide adequate bracing of SIPS during installation. provided chases in SIP core. R=Control Do-All-Ply 11.) Use factory provided electrical chases in SIP core. 11.) Don't have cuts in 2X or I-Beam splines. Dont 7.) Refer to R-Control Do-All-Ply and SIP Tape material 1/2" Biometer have safety data sheets. I 12.) When using 2X, engineered wood, or I-Beam splines, 12.) Don't overdrive fasteners into SIP facings. I I continuous bead. unsupported I use only continuous members. 13.) Don't have unsupported horizontal joints in walls. Don't �I I horizontal have cuts I I I 14.) Don't install plumbing in SIPs. joints in wall. in 2X or i II I� 13.) Provide appropriate end bearing for roof SIPs. 15.) Don't install recessed lights in SIPs. I-beam I I I I Factorydory 14.) Install fasteners flush to SIP facing surface. 16.) Don't install SIPs without structural review by a I �I R-Control Do-AII-Ply II electrical 15.) Protect SIPs from weather as soon as practical after qualified design professional. splines. I 1/2" diameter I chose. installation. NOTE: It is the responsibility of the installer to apply continuous bead. 17.j Don't make any field modifications to SIPS, such as Don't p Y pp Y I 16.) Use code approved flashings and exterior wall & roof R-Control Do--All-Ply and R-Control SIP Tape openings/penetrations, without review by a qualified overcut I coverings. properly. design professional. OSB I FASTEN SKINS TO BOTH EDGES OF 17.) Use code approved thermal barriers on interior. facings EACH 2X6 BLOCK WITH 8D COMMON 18.) Have SIP structural requirements reviewed by a at Failure to install R-Control Do-All-Ply and NAILS ® 2" ON CENTER, TYPICAL. qualified design professional. openings. R-Control SIP Tape in accordance with instructions Bottom Plate and as shown in details will reduce the durability of 19.) Have any field modifications to SIPs, such as the SIP structure. openings/penetrations reviewed by a qualified design Bo.ttorn Plate DATE: 03-08-2018 professional. Note: Please refer to R-Control SIP details for SECTION SECTI[ON DRAWN BY:. RAD POST IN SIP WALL, SEE WALL ELEVATION. Updated 1-16-12 Updated 1-16-12 proper installation techniques. Updated 1-16-12 Updated 1-16-12 Scale: NTS Updated 1-16-12 Scale: NTS Updated 1-16-12 R---Control® SIP R-Control® SIP R-Control® SIP R-Controls SIP R=Control® SIP RControlO SIP SHEET: TITLE: N0. TITLE: NO. TITLE: NO. TITLE: NO. TITLE: N0. TITLE: „ SIP Do's SIP-100 SIP Don'ts SIP-100a SIP Don'ts SIP-100b Do-All-PI y and SIP Tape SIP-101 Do-AII-Ply® Application SIP-1010 Do-All-PIIyP: Apps' f" � ,p((:� _ 1 b BEAM POCKET DETAILfit NOT TO SCALE13) ]R 4 C) P SCALE: AS NOTED of Ne --_ 9 3/8" .CORE R-CONTROL PANEL. rf f k 9 3/8" CORE R-CONTROL PANEL. 12" R-CONTROL SCREWS 10" O.C. TYPICAL. ! � V - 12" R-CONTROL SCREWS SO" O.C. TYPICAL. _ 14" R-CONTROL SCREWS 10" O.C. TYPICAL. 12" R-CONTROL SCREWS 10" O.C. TYPICAL. --_ --_ - --__ 14" R-CONTROL SCREWS 10" O.C. TYPICAL. tP - _ FASTEN W/81) NAILS ® 3" 8776 - - - _ 12" R-CONTROL SCREWS 10" O.C. TYPICAL. - O.C. EACH SIDE OF PANEL. U d- - FASTEN W/81) NAILS ® 3" _ O.C. EACH SIDE OF PANEL. --__ R-CONTROL DO-ALL-PLY (2)1/2" ___ ^"� }� d' - R-CONTROL DO-ALL-PLY `--_ DIAMETER CONTINUOUS HEADS. ° Jt g G�i 1m Of NYS EdOC4ff6Ys LbW DIAMETER CONTINUOUS BEADS. SEE SIP-101A & SIP-101B. -__ AridoI- ,SecfifOn'.720'Qforthr l SEE SIP-101A & SIP-101B. ass he is ricfiing Orlder fhe � �e•� --_� �`•', -_ --_ - 9 3 8" CORE R CONTROL PANEL. - _ R_CONTROL DO-ALL-PLY PLY lA 9 3/8" CORE R-CONTROL PANEL. DIAMETER CONTINUOUS BED. orgI ieeOrnfrAfptllfetircfiehnls5lefedm prin feai5sy10n44Cy , � - -_- R-CONTROL DO-ALL-PLY 1/D" SEE SIP-101A & SIP-10113. DIAMETER CONTINUOUS BEA . r+ _ = G rDF #2 OR BETTER 2XI2 BLOCKIN r O -- _ _ _ - TO $E $Y OTHERS TYPICAL tj _ _ -- -__ ---_ SEE SIP-101A & SIP-10113. --__ _ °- CT �/ .0 BE BY OTHERS TYPICAL. G --- _--- __- -CON 0 DO-ALL-PLY (2)1/2" DF #2 OR BETTER 2X12 BLOCKING N O TO R TR L1 DIAMETER CONTINUOUS BEADS. t+� R-CONTROL DO-ALL-PLY (2)1/2" FASTEN W/8D NAILS ® 3" - SEE SIP-101A & SIP-10113. .d _ FASTEN W/81) NAILS ® 3" DIAMETER CONTINUOUS BEADS. "--_ O.C. EACH SIDE OF PANEL. SEE SIP-101A & SIP-10113. - O.C. EACH SIDE OF PANEL. O U 4-4 ---_ IL-1 Ned - _ R-CONTROL DO-ALL-PLY 1/2" _ R-CONTROL DO-ALL-PLY 1/2" I-J(,..{ 44N DIAMETER CONTINUOUS BEAD. _ DIAMETER CONTINUOUS BEAD. .b --_ '--_ " SEE SIP-101A & SIP-10113. RAFTER BY OTHERS. SEE SIP-IOTA & SIP-101$. RAFTER BY OTHERS. -- _ DF 2 OR BETTER 2X12 BLOCKING -- _ - DF #2 OR BETTER 2X12 BLOCKING # RAFTER $Y OTHERS. TO BE BY OTHERS TYPICAL. TO BE BY OTHERS TYPICAL. -- FASTEN W/81) NAILS ® 3" ' O.C. EACH SIDE OF PANEL. FASTEN W/8D NAILS ® 3" FASTEN W/8D NAILS ® 3" FASTEN W/8D NAILS 0 3" 5 5/8" CORE R-CONTROL PANEL. O.C. EACH SIDE OF PANEL. - O.C. EACH SIDE OF PANEL. O.C. EACH SIDE OF PANEL. 5 5/8" CORE R-CONTROL PANEL. 5 5/8" CORE R-CONTROL PANEL. /i, / /i� DF #2 OR BETTER 2X8 BLOCKING 5 5/8" CORE R-CONTROL PANEL. DF 2 OR BETTER 2X8 BLOCKING DF #2 OR BETTER 2X8 BLOCKING ��/� //i/ TO BE BY OTHERS TYPICAL. DF #2 OR BETTER 2X8 BLOCKING # TO BE BY OTHERS TYPICAL. (3) 9 1/4" LVL HEADER BY OTHERS. /// //// //i// PLACE CS18 STRAP.TIE 24"..LONG ACROSS TO BE BY OTHERS TYPICAL. / / / ALL TOP OF WALL BLOCKING SPLICES. PL BE S OTHERS TYPICAL. PLACE CS18 STRAP TIE 24" LONG ACROSS PLACE CS18 STRAP TIE 24" LONG ACROSS PLACE CS18 STRAP TIE 24" LONG ACROSS ALL TOP OF WALL BLOCKING SPLICES. ALL TOP OF WALL BLOCKING SPLICES. ALL TOP OF WALL BLOCKING SPLICES. SAVE DETAIL � EAVE DETAIL SAVE DETAIL @EAVE �EF�AIL 1 1 1/21) = 1 ,-0„ 1 1/2„ — 1 '-0" 1 1/2" = 1 ' 0" 1 1/2" 1 0" :' a, 12" R-CONTROL SCREWS 110" O.C. TYPICAL. -- _ 12" R-CONTROL SCREWS 10" O.C. TYPICAL. f� O R-CONTROL DO-ALL-PLY (2)1/2" DIAMETER CONTINUOUS BEADS. 12 R-CONTROL SCREWS 10" O.C. TYPICAL. c- 9 9 3/8" CORE R-CONTROL PANEL. SEE SIP-101A & SIP-101B. - __ --_ _ 10'• - -_ 9 3/8" CORE R-CONTROL PANEL. --_ 9 3/8" CORE R-CONTROL PANEL. Q a '-__ _ -- _ -- _ 12" R-CONTROL SCREWS 10" O.C. TYPICAL. _ } N ---_ - 12" R-CONTROL SCREWS'10" O.C. TYPICAL. _ 7/16 X 4 OSB SPLINE TOP & BOTTOM " 12" R-CONTROL SCREWS 10" O.C. TYPICAL. R-CONTROL DO-ALL-PLY (2)1/2" --_ _ DIAMETER CONTINUOUS BEADS. -- FASTEN W/8D NAILS ® 3" _ FASTEN W/81) NAILS ® 6" V --- FASTEN W/81) NAILS SEE SIP-101A & SIP-10113. --__ O.C. EACH SIDE OF PANEL. - O.C. EACH SIDE OF PANEL. ; N /// O.C. EACH SIDE OF PANEL. -__ - - R=CONTROL DO-ALL-PLY (2)1/2" -- _ - 9 3/8" CORE R-CONTROL PANEL. - - --- DIAMETER CONTINUOUS BEADS. a w o SEE SIP-101A & SIP-10113. c: R-CONTROL DO-ALL-PLY 1/2" ---_ R-CONTROL DO-ALL-PLY 1/2" O _ '-_ a DIAMETER CONTINUOUS BEAD. ---_ --_ DIAMETER CONTINUOUS BEAD. _ t v --- ---_ � DF #2 OR BETTER 2X12 BLOCKING oho SEE SIP-IOTA & SIP-10113. cv SEE SIP-IOTA & SIP-101B. DF #2 OR BETTER 2X12 BLOCKING - -_-_ FASTEN W/81) NAILS ® 3" TO BE BY OTHERS TYPICAL. TO BE BY OTHERS TYPICAL. O.C. EACH SIDE OF PANEL. . RAFTER BY OTHERS. U RAFTER BY OTHERS - _ O FASTEN W/81) NAILS ® 3" --- R-CONTROL DO-ALL-PLY 1/2" WALL BY OTHERS.O.C. EACH SIDE OF PANEL. NEL. - DIAMETER_CONTINUOUS BEAD. 5 5/8" CORER CONTROL PA SEE SIP 101A & SIP-101B. 2" --_ 2 ti0 - _ DF #2 OR BETTER 2X12 BLOCKING DF #2 OR BETTER 2X8 BLOCKING TO BE BY OTHERS TYPICAL. TO BE BY OTHERS TYPICAL. "-- ; PLACE CS18 STRAP TIE 24" LONG ACROSS FASTEN W/81) NAILS ® 3" X20 ALL TOP OF WALL BLOCKING SPLICES. O.C. EACH SIDE OF PANEL. - Q Lo C\ 5 5/8" CORE R-CONTROL PANEL. C''J C •� DF #2 OR BETTER 2X8 BLOCKING RAFTER BY OTHERS. TO BE BY OTHERS TYPICAL. 1'-4" W co PLACE CS18 STRAP TIE 24" LONG ACROSS ALL TOP OF WALL BLOCKING SPLICES. (3) 11 7/8" HEADER BY OTHERS. RAFTER TAIL BY OTHERS. RAFTER TAIL BY OTHERS. SAVE DETAIL EAVE DETAIL SAVE DETAIL SPLINE DETAIL o O 1 1/2 10 / 1 1/2 1 -0 1 ' 1 2 1 —0 � � � I{ � 0 xz 9 3/8" CORE R-CONTROL PANEL. 9 3/8" CORE R-CONTROL PANEL. w E— CD 9 3/8" CORE R-CONTROL PANEL. PLACE CS18 STRAP TIE 24' LONG ACROSS PLACE CS18 STRAP TIE 24" LONG ACROSS PLACE CS18 STRAP TIE 24' LONG ACROSS E-- 12" R-CONTROL SCREWS 10" O.C. ALL TOP OF WALL BLOCKING SPLICES. 12" R-CONTROL SCREWS 10" O.C. ALL TOP OF WALL BLOCKING SPLICES. 12" R-CONTROL SCREWS 10" O.C. ALL TOP OF WALL BLOCKING SPLICES. H r D x FASTEN W/81) NAILS @ 6" O.C. FASTEN W/BD NAILS ® 6" O.C. FASTEN W/8D NAILS ® 6" Q.C. TYPICAL EACH SIDE OF PANEL. TYPICAL EACH SIDE OF PANEL. TYPICAL EACH SIDE OF PANEL. I 7/16" X 4" OSB SPLINE TOP & BOTTOM. 12" R-CONTROL (2) 2X10 DF #2 OR BETTER FASTEN W/81) NAILS ® 6" DF #2 OR BETTER 2X10 BLOCKING DF 2 OR BETTER 2X10 BLOCKING DF #2 OR BETTER 2X10 BLOCKING SCREWS 10" O.C. (2)IOD NAILS ® 6" O.C. TO BE BY OTHERS TYPICAL. O.C. EACH SIDE OF PANEL. # TO BE BY OTHERS TYPICAL. TO BE BY OTHERS TYPICAL. TO BE BY OTHERS TYPICAL. R-CONTROL DO-ALL-PLY (2) 1 J2" FASTEN .W/81) NAILS ® 6"'O.C. FASTEN W/8D NAILS ® 3' O.C. DIAMETER CONTINUOUS BEADS. TYPICAL EACH'SIDE OF PANEL. TYPICAL EACH SIDE OF PANEL. R-CONTROL DO-ALL-PLY 1/2" R-CONTROL DO-ALL-PLY 1/2" R-CONTROL DQ-ALL-PLY 1/2" SEE SIP-101A & SIP-101B. DIAMETER CONTINUOUS BEAD. DIAMETER CONTINUOUS BEAD. DIAMETER CONTINUOUS BEAD. co SEE SIP-101A & SIP-10113. >•,,,,,,,,,,,,,-„,•,-„,.,,,.,,,.,.,-,--,-,-, -„ ,,.,,-, -,-,-„ ,-„,,,,,,,,,•,, SEE 51P-101A & SIP-10113. SEE SIP-101A & SIP-10113. Q DF #2 OR BETTER 2X10 BLOCKIN O 12 — � 12 12 --� TO BE BY OTHERS TYPICAL. r-I FASTEN W/8D NAILS ® 3” O.C. _ __ _ FASTEN W/8D NAILS ® 3" O.C. R-CONTROL DO-ALL-PLY (2) 1/2" TYPICAL EACH SIDE OF PANEL. - -- - - TYPICAL EACH SIDE OF PANEL. DIAMETER CONTINUOUS BEADS. - - SEE SIP & SIP-101 B. R CONTROL DO-ALL-PLY 2 1 2" R CONTROL DO-ALL-PLY (2) 1/2" R-CONTROL DO-ALL-PLY (2) 1/2" - -- - - ( ) / -' DIAMETER CONTINUOUS BEADS. - - - - -'; DIAMETER CONTINUOUS HEADS. DIAMETER CONTINUOUS BEADS. 5 CORE R-CONTROL PANEL. SEE SIP-101A & SIP-10113. - - - - - SEE SIP-101A & SIP-101B. SEE SIP-101A & SIP-10113. 5/8 R-CONTROL DO-ALL-PLY (2)1/2" 9 3/8" CORE N DIAMETER CONTINUOUS BEADS. 5 5/8" CORE R-CONTROL PANEL. / SEE SIP-101A & S[P-10113. _ - _ _ WALL BY OTHERS. 5 5 8" CORE R-CONTROL PANEL. R-CONTROL PANEL. 9" R-CONTROL SCREWS ® 6" O.C. E--a �.✓ 9 3/8" CORE R-CONTROL PANEL. 9 3/8" CORE R-CONTROL PANEL. RAFTER BY OTHERS. RAFTER BY OTHERS. N STAGGERED TOP & BOTTOM. 3 1/2" x 9 1/2" PSL LEDGER W r-i aX SPLINE DETAIL SPLINE DETAIL RAKE DETAIL RAKE DETAIL RAKE �E�A�L BALL RO�F �KTA IL o Z U �>> _ 1 1 2" = 1 ,-0„ 1 1 2" = 1 ,-0" 12 1 1 2„ — 1 ,-0„ 1 1/2„ 10 11/2 1 , 0 1 1/,� 1 0 / / / OICPFROM EACH SIDE. 10 REVISIONS'*, R-CONTROL DO-ALL-PLY (2) 1/2" R-CONTROL DO-ALL-PLY (2) 1/2" DIAMETER CONTINUOUS BEADS. FASTEN W/8D NAILS ® 6" DIAMETER CONTINUOUS BEADS. FASTEN W/81) NAILS ® 6" DATE: .'03-18-2018 SEE SIP-101A & SIP-10113. O.C. EACH SIDE OF PANEL. SEE SIP-101A & SIP-101B. O.C. EACH SIDE OF PANEL. 9 3/8" CORE R-CONTROL PANEL. _ - __ 9 3/8" CORE R-CONTROL PANEL. - - - 12" R-CONTROL SCREWS 10" O.C. TYPICAL. - - 12" R-CONTROL SCREWS SO"..O.C. TYPICAL. DF #2 OR BETTER (2) 2X12 BLOCKING TO BE BY OTHERS TYPICAL. SIMPSON SDWC15600 ® 10" 12" R-CONTROL O.C. FROM EACH SIDE. SCREWS 10" O.C. R-CONTROL DO-ALL-PLY (2) 1/2" DIAMETER CONTINUOUS BEADS. FASTEN W/81) NAILS ® 6" FASTEN W/8D NAILS ® 6" O.C. SEE SIP-101A & SIP-101B. O.C. EACH SIDE OF PANEL. TYPICAL EACH SIDE OF PANEL. FASTEN W/8D NAILS ® 6" O.C. _ ��� - _ TYPICAL EACH SIDE OF PANEL. // � 9 3/8" CORE R-CONTROL PANEL. - - ;;; = 12" R-CONTROL SCREWS 10" O.C. / -- 9 3/8" CORE R CONTROL PANEL _ R-CONTROL DO-ALL-PLY (2) 1/2" / , " j/ "-__ __ DF #2 OR BETTER 2X10 BLOCKING /� / __--- DF #2 OR BETTER 2 2X12 BLOCKING DIAMETER CONTINUOUS BEADS. __ "' TO BE BY OTHERS TYPICAL. / // �� // _ ' TO BE BY OTHERS TYPICAL. SEE SIP-101A & SIP-10113. /// ��� / / - - - DF #2 OR BETTER 2X12 BLOCKING R-CONTROL DO-ALL-PLY (2) 1/2" TO BE BY OTHERS TYPICAL. 9 3/8" CORE R-CONTROL PANEL. DIAMETER CONTINUOUS BEADS. /// ��\ //// DATE: 03=08-2018 SEE SIP-101A & SIP-10113. // / �� / // DF #2 OR BETTER (2) 2X12 BLOCKING TO BE BY OTHERS TYPICAL. DRAWN BY: RAD Ile TRUSS RAFTER BY OTHERS. STAGGERED TOP & BOTTOM O.C. //dee (3) 1 3/4 x20 LVL RIDGE BEAM. _ 9" R CONTROL SCREWS ® 10" SHEET. 5 5/8" CORE R-CONTROL PANEL. RAFTER BY OTHERS. /f/i/ �� /i�/ 5 5/8' CORE R-CONTROL PANEL. �/ �~ / � 9" -CONTROL SCREWS ® 6' O.C. / / / STAGGERED TOP & BOTTOM. 3 1/2" x 9 1/2" BEVELED PSL LEDGER. /�// �'� /// C p[r4 / ., tJ t I ` t� �� I, ilY 7,; WALL/ROOF DETAIL gWUL/ROOF DETAIL RIDGE DETAIL (i RIDGE DETAIL 19 RIDGE DETAIL 1 1/2 ) _ 1 '-0„ 1 1/2„ — 1 '-0„ 1 1/2" = 1 ' 0" 1 1/2" — 1 ' 0" 1 1/2" = V_0" --..... Ate• SCALE- AS NOTED NE w 0 770 770 �- it, or,: I r[W NY$EdUCOfiorl LbW article i ,5eOTgh 9204 0roh aeon, ess kteis oct!V tmd&Ina M engineor ta.ofter?his tem infamy way. Q` P-1 N v O P�OJ�1<1 \G� W It b It 2P� 3 BR6 BR6 ' v N PQ N O� TOP OF STEEL ot ELEV.10'-1"ABOVE SLAB .n � o 'i� W18x50 BOLTED OR WELDED MOMENT CONNECTION TO BE DESIGNED BY STEEL FABRICATOR TO RESIST 55k-FT(ASD)MOMENT,TYP. z U Z r O J Q X X N_ c/) Z) OU U uj W N C7 c W c m il a W w o n 4 4 � N tj BR6 BR6 � SIM. , N w a _ o — UNDERSIDE OF BASE PLATE O `V ELEV.0'-1"ABOVE SLAB c c o a _ s v � U O 10 w co O U MOMENT FRAME ELEVATION 10— �0 C\2 cccc c 98 CORE R CONTROL PANEL � CC - R-CONTROL SCREWS AT 10"oc -,t CO OVER-FRAMING BY OTHERS U� O CSO N > '-i 4+ ------ -------- �-' xC W I fill I 444-44-4144j E- CD w 1. SUBMITTALS FOR REVIEW W 1'-2" 1.1. SHOP DRAWINGS: INDICATE PROFILES,SIZES,SPACING,LOCATIONS OF STRUCTURAL MEMBERS,ATTACHMENTS,AND FASTENERS.SHOW ALL CONNECTION DETAILS.PROVIDE DESIGN OF CONNECTIONS NOT DETAILED ON DRAWINGS. INDICATE 4" 1 3' 1,3" 1, 4" WELDED CONNECTIONS WITH AWS A2.0 WELDING SYMBOLS. INDICATE NET WELD LENGTHS. 2. QUALITY ASSURANCE c(' C'"J Q O O 2.1. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH A►SC CODE OF STANDARD PRACTICE. C\2 � 2x6 AT 16"oc STUD WALL WITH 2'APA RATED M O 2.2. FABRICATOR AND ERECTOR:COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM FIVE > SHEATHING. SOLID BLOCK PANEL EDGES. M YEARS EXPERIENCE. FASTEN SHEATHING TO WALL WITH 8d COMMON N O QO NAILS AT 3"oc ALONG PANEL EDGES,12"oc ELSEWHERE. W � 3. MATERIALS � 3.1. UNLESS NOTED OTHERWISE,STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: E-1 3.1.1. WIDE FLANGES: ASTM A992,GRADE 50 3.1.2. ANGLES,PLATE AND OTHER HOT ROLLED SHAPES: ASTM A36 3.2. BOLTS,NUTS,AND WASHERS:MINIMUM 314"DIAMETER ASTM A325 BOLTS,ASTM A563 NUTS WITH HARDENED WASHERS. 3.3. ANCHOR BOLTS:ASTM F1554 GRADE 36,UNLESS NOTED OTHERWISE. W12x50 COLUMN 3.4. WELDING ELECTRODES:E70xx PER AWS D1.1 UNLESS NOTED OTHERWISE. 5" 5" (2)2x6 NAILER FASTENED TO REVISIONS: CENTER OF STEEL BEAM CENTER OF STEEL BEAM STEEL COLUMN WITH '>3 BOLTS 3.5. GROUT:NON-SHRINK TYPE,PRE-MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE CEMENT,WATER REDUCING 51"CORE R-CONTROL PANEL AT 24"ac STAGGERED EACH SIDE AND PLASTICIZING ADDITIVES,CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI AT 28 DAYS AS _ MANUFACTURED BY FIVE STAR PRODUCTS,INC.,FAIRFIELD CT OR APPROVED EQUIVALENT. a"x32"SIMPSON SDS SCREWS AT 6"oc 4"x32"SIMPSON SDS SCREWS AT 6"oc 4"APA RATED OFFICE FLOOR SHEATHING (AT COLUMN ADJACENT TO SIP r o IN J"0 HOLES THROUGH STEEL IN 1.0 HOLES THROUGH STEEL 1s 2x6 AT 16"oc OFFICE FLOOR JOISTS EXTERIOR WALL ONLY) �, ��• CONT.L3x3x114 CONT.L3x3x114 4 4. FINISH "BASE PLATE ON 1"NON SHRINK GROUT ` ' 4.1. ALL STRUCTURAL STEEL THAT WILL BE EXPOSED TO VIEW AFTER COMPLETION OF CONSTRUCTION SHALL BE 1"f�ANCHOR RODS,DRILL AND SET ARCHITECTURALLY EXPOSED STRUCTURAL STEEL(AESS)PER THE AISC CODE OF STANDARD PRACTICE. INTO SLAB BY OTHERS WITH TOP OF STEEL OL 92"CORE R-CONTROL PANEL TOP OF STEEL HILTI HY200 ADHESIVE SYSTEM 4.2. SHOP PRIME STRUCTURAL STEEL MEMBERS. DO NOT PRIME SURFACES THAT WILL BE FIREPROOFED,FIELD WELDED,IN 'f�� ELEV.10'-1"ABOVE SLAB s ELEV.10'-1"ABOVE SLAB AND 8"EMBEDMENT CONTACT WITH CONCRETE. �A 0,777'1 8d COMMON NAILS AT 3"0c _ TOP AND BOTTOM = J=CS�r.�©�;;,..•" DOUBLE BEVELED 2x BLOCKING 5. ERECTION IN END OF ROOF SIP DOUBLE 2x6 RIM JOIST ; W18x50 MOMENT FRAME BEAM W18x50 MOMENT FRAME BEAM I I I 5.1. ALLOW FOR ERECTION LOADS,AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE,PLUMB,AND IN R-CONTROL SCREWS AT 10"oc 1=� 2x6 AT 16"oc STUD WALL WITH 2 APA RATED - -I I: `'< :; ;I I ",._:;: TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. DATE:. 03-08-2018 1" SHEATHING. SOLID BLOCK PANEL EDGES. l l`.; LJ ;, DRAWN BY:: RAD 2x6 AT 16 oc STUD WALL WITH 2 APA RATED FASTEN SHEATHING TO WALL WITH 8d COMMON 5.2. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMB R WITHOUT APPROVAL OF ENGINEER. SHEATHING. SOLID BLOCK PANEL EDGES. ERS W NAILS AT 3"oc ALONG PANEL EDGES,12"oc FASTEN SHEATHING TO WALL WITH 8d COMMON ELSEWHERE. 5.3. AFTER ERECTION,PRIME WELDS,ABRASIONS,AND SURFACES NOT SHOP PRIMED,EXCEPT SURFACES TO BE IN CONTACT SHEET: . NAILS AT 3"oc ALONG PANEL EDGES,12"oc WITH CONCRETE. ELSEWHERE. 5.4. GROUT UNDER BASE PLATES. 2 1MOMENT FRAME SECTION ADJACENT TO OVER-FRAMED AREA3 MOMENT FRAME SECTION ADJACENT TO OFFICE a MOMENT FRAME COLUMN BASE CONNECTION 5 STRUCTURAL STEEL NOTES 13R " V-01. V=V_01 ' SCALE: 1/4 = 1'-0" D GENERAL STRUCTURAL NOTES DESIGN DATArCOfDE AvIda] �CONTRACT DOCUMENTS ARE INTENDED TO CONVEY THE STRUCTURAL DESIGN SPECIAL INSPECTION T-, oINTENT.THEY REPRESENT THE STRUCTURAL SYSTEMS, MATERIALS USED, GOVERNING CODE: 2015 INTERNATIONAL BUILDI -�/' IQ a TYPICAL DETAILS AND SPECIFIC DETAILS OF THE COMPLETED STRUCTURE. 1. SPECIAL INSPECTIONS TO BE PERFORMED BY A LICENSED STRUCTURAL Eo C oDETAILS MAY NEED TO BE ADAPTED BY THE CONTRACTOR,SUBCONTRACTOR, ENGINEER OR CERTIFIED SPECIAL INSPECTOR WHO HAS BEEN CERTIFIED 0 OR SUPPLIER IN SOME LOCATIONS. ANY DIVERGENCE FROM THESE DRAWINGS IN THE MATERIAL BEING INSPECTED. FOUNDATION SUBRADE: Y'° w� SHALL BE APPROVED BY THE ARCHITECT AND EOR AND SHALL BE CONSISTENT ASN ILS INVESTIGATION HAS NOT BEEN PERFOMED ON THIS SITE. THE Z WITH THE DESIGN INTENT SHOWN. 2. SPECIAL INSPECTION AND TESTING IS REQUIRED ON THIS PROJECT. THE +' FOLLOWING ENTITIES SHALL PERFORM THE FOLLOWING: CONTRACTOR SHALL ENGAGE A GEOTECHNICAL ENGINEER TO VERIFY J k 1. GENERAL CONTRACTORS RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO: THAT THE FOUNDATION SUBGRADE IS SUITABLE TO SUPPORT THE O U) THE OWNER: SHALL HIRE A QUALIFIED SPECIAL INSPECTOR/TESTING STRUCTURE BASED ON THE ASSUMED BEARING PRESSURE. THE z a. DETERMINE CONSTRUCTION SEQUENCE AND PROCEDURES. AGENCY AS INDICATED BELOW. GEOTECH SHALL SUBMIT A REPORT TO THE ARCH/E.O.R.WITH HIS J c FINDINGS AND RECOMENDATIONS IF THE SUBGRADE IS FOUND TO BE b. PROVIDING A SAFE JOBSITE FOR WORKERS, SUBCONTRACTORS, THE GENERAL CONTRACTOR: SHALL COORDINATE THE REQUIRED UNACCEPTABLE. TESTING AND INSPECTION AGENCIES,AND DESIGN SPECIAL INSPECTIONS WITH THE SPECIAL INSPECTOR AND SUB PROFESSIONALS. CONTRACTOR PERFORMING THE WORK. ASSUMED ALLOWABLE NET BEARING PRESSURE 1500 PSF c. DESIGN AND INSTALLATION OF-ALL SHORING AND TEMPORARY THE SPECIAL INSPECTOR: SHALL INSPECT THE REQUIRED WORK AND Q� BRACING NECESSARY TO INSURE THE SAFETY OF THE BUILDING, SUBMIT A REPORT TO THE ARCHITECT/STRUCTURAL ENGINEER,AND DESIGN LOADS: Lo IT'S COMPONENTS AND OCCUPANTS. THE BUILDING OFFICIAL AS REQUIRED BY THE BUILDING OFFICIAL. THE p 0) REPORT SHALL INDICATE THE WORK WHICH WAS INSPECTED,THE F' 1 d. VERIFY AND COORDINATE DIMENSIONS AND ELEVATIONS SHOWN IN WORK WHICH MET THE DESIGN SPECIFICATIONS,AND WORK WHICH BUILDING CATEGORY..... II 0cN DID NOT MEET THE DESIGN SPECIFICATIONS, REMEDIAL ACTION THE DRAWINGS. IF DISCREPANCIES EXIST THE CONTRACTOR SHALL O NOTIFY THE ARCHITECT PRIOR TO COMMENCING THAT REQUIRED BY THE STRUCTURAL ENGINEER OF RECORD,AND LIVE LOADS: T-qN PROCEDURE. REMEDIAL ACTION COMPLETED. ONCE THE INSPECTIONS ARE M0 COMPLETE,A FINAL STATEMENT OF SPECIAL INSPECTION SHALL BE FLOOR: e. COORDINATE THE LOCATION AND LOADS OF MECHANICAL AND SUBMITTED INDICATING THAT THE CONSTRUCTION MET THE REQUIRED OWNER EQUIPMENT WITH THE STRUCTURE. OPENINGS AND SPECIFICATIONS, OR ANY NON-COMPLIANCE WHICH EXISTS. TYPICAL 100 PSF EQUIPMENT SHOWN IN THE DRAWINGS ARE REPRESENTATIVE OF TANKS 750 PSF EQUIPMENT THAT MAY BE USED ON THIS PROJECT AND WHAT WAS MATERIAL CODE SECTION APPLIES TO EXCEPTIONS • USED AS THE BASIS FOR THE STRUCTURAL DESIGN,AND BIDDING SEISMIC LOADS: PURPOSES. DEVIATIONS SHALL BE APPROVED BY ARCHITECT AND CONCRETE IBC 2015 -WALLS 1704.4.1 -PAD FOOTINGS SITE CLASSIFICATION D EOR. TABLE 1705.3 -STRUCTURAL SLABS 1704.4.2-CONT FOOTINGS SEISMIC DESIGN CATEGORY B -BEAMS 1704.4.3-SLAB ON GRADE Ss .152 f. PROTECTING FOUNDATIONS FROM FROST DURING CONSTRUCTION. -JOIST 1704.4.4-FOUNDATION WALLS REFER TO SOILS REPORT FOR FURTHER INFORMATION. 1704.4.5-SIDEWALKS&PAVING Si .056 STEEL AISC 360 NA 1704.3.1 -CERTIFIED + TABLE C-N5.4-1; FABRICATORS MATERIALS: 2. IF CONFLICTS EXIST IN THE CONSTRUCTION DOCUMENTS THE STRICTEST C-N5.4-2; 1704.3.2-CONTINUOUS PROVISIONS SHALL GOVERN. C-N5.4-3; INSPECTION, OF FILLET CONCRETE: C-N5.6-1; WELDS,AND DECK WELDS C-N5.6-2; fc w/c ratio 3. DETAILS SHOWN IN TYPICAL LOCATIONS SHALL APPLY TO ALL LOCATIONS WITH C-N5.6-3 28 DAY CONCRETE STRENGTHS(MINIMUM): — FOOTINGS 4000 PSI 0.48 THE SAME OR SIMILAR CONDITIONS. SLAB ON GRADE 3500 PSI 0.50 MASONRY TMS 402-11/ACI NA NONE SUPPORTED SLABS AND STOOPS 4000 PSI 0.48 530-11/ASCE 5-11 WALLS 4000 PSI 0.48 REINFORCED CONCRETE TABLE 1.19.2 REINFORCING BARS ASTM A615 GRADE 60 1. REFER TO DESIGN DATA. WOOD IBC 2015 SECTION NA NONE WELDED BARS AND ANCHORS ASTM A706 GRADE 60 1705.10.1 WELDED WIRE FABRIC ASTM A185, CSA G30.5 2. ACI FIELD REFERENCE MANUAL, SP-15 SHALL BE FOLLOWED. AT LEAST ONE COPY SHALL BE AVAILABLE ON SITE DURING CONCRETING OPERATIONS. SOILS IBC 2015 TABLE REFER TO TABLE NONE 1705.6 3. PROVIDE CONTROL JOINTS IN SLAB ON GRADE AS INDICATED BY THE WIND NOT REQUIRED NOT REQUIRED NONE DRAWINGS. IF NO CONTROL JOINTS ARE SHOWN PROVIDE CONTROL JOINTS SEISMIC NOT REQUIRED NOT REQUIRED NONE NO FURTHER THAN 36 TIMES THE SLAB THICKNESS(4"THICK SLAB= 12'-0). CONTROL JOINTS SHALL PROVIDE A SQUARE SECTION WITH THE LENGTH NO GREATER THAN 1 1/2 TIMES THE WIDTH. 4. ALL CIP AND CMU WALLS SHALL BE CONNECTED'TO THE FOUNDATION WITH DOWELS THAT MATCH THE WALL REINFORCING SIZE AND SPACING. 5. REFER TO SCHEDULES FOR TYPICAL REINFORCING DETAILS. 6. REBAR SHALL BE SPLICED TO PROVIDE A MINIMUM LAP AS FOLLOWS. TOP BARS ARE HORIZONTAL REINFORCING THAT ARE PLACED WITH 12"OR MORE OF CONCRETE BELOW THE BAR. BAR SIZE TYP BAR TOP BAR #3 19" 24" #4 25" 32" #5 '31" 40" orf w #6 37" 48" w Z #7 _-54" 70" z Q #8 62" 80" — Z #9 70" 91" #10 79" 102" - #11 87" 113" LLJ_ O a � 7. PROVIDE CONCRETE COVER FOR ALL REINFORCING AS FOLLOWS: z J 0 z Q = a. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" z p U b. EXPOSED TO EARTH OR WEATHER #6 BAR AND LARGER 3" Q :D #5 BAR AND SMALLER 1 1/2" U c. INTERIOR EXPOSURE BEAMS&COLUMNS 1 1/2" WALLS 1 1/2" SLABS AND JOISTS 3/4" 8. PROVIDE AN ADDITIONAL 2-#5 BARS AROUND ALL RECTANGULAR OPENINGS IN CIP WALLS AND 1-#5 BAR AROUND ALL RECTANGULAR OPENINGS IN CIP SLABS.ADDITIONAL BAR SHALL EXTEND 24"MINIMUM BEYOND THE OPENING. 9. ALL REBAR, EXCLUDING DOWELS INTO FOUNDATION, TO BE PROPERLY CHAIRED AND SECURED PRIOR TO PLACING OF CONCRETE.WET SETTING OF REBAR IS NOT PERMITTED. 06 U) w O z Q Q D 0 Z U (D � � �-- w U) 0 NEhr Y F O,Q rCc m - A V OFESS%ON DATE 06/18/2018 SHEET NO. S1 . 1 E MARK WIDTH DEPTH REINFORCING „ Lo a MATCH FND REINF SIZE CF-1 2'-0 1'-0 2-#5 LONG. BOTTOM cfl o CF-2 4'-0 1'-0 4-#5 LONG. &#5 @ 12"OC TRANS. BOTTOM = w cu CF-3 5'-0 1'-0 5-#5 LONG. &#5 @ 12"OC TRANS. BOTTOM a: LAP LENGTH z U CF-4 1'-0 3'-4 2-#5 TOP& BOTTOMz O J U W z CONTINUOUS FOOTING SCHEDULE Q J J MARK PLAN SIZE DEPTH REINFORCING F-1 4'-0 x 4'-0 3'-4 6-#5 EACH WAY,TOP& BOTTOM UO ¢� F-2 6-0 x 6-0 1'-6 8-#6 EACH WAY, BOTTOM 2 Lo 00) F-3 8'-0 x 8'-0 1'-6 10-#6 EACH WAY, BOTTOM ~O rl a 0 F-4 9'-0 x 9'-0 1'-6 12-#6 EACH WAY, BOTTOM d F-5 10'-0 x 10'-0 2'-0 9-#7 EACH WAY, BOTTOM CORNER & INTERSECTION REINFORCING COQ m�r MARK WIDTH REINFORCING PAD FOOTING SCHEDULE SINGLE LAYER INSIDE FACE VERT #5 @ 16"OC PARALLELTRENCHES ALL PIPING RUNNING 1 $" HORIZ #4 " TO CONT @ 12OC FND SHALL THROUGH OR BELOW FND DOUBLE LAYER INSIDE FACE OUTSIDE FACE , BE LOCATED TO SHALL BE SLEEVED TO PREVENT PROVIDE 1 1/2"CLR AROUND O 8.. VERT REFER TO DETAIL REFER TO DETAIL 1 1/2"CLR 1 1/2"CLR UNDERMINING OF FND PIPE. 10" MAX SLEEVE SIZE. HORIZ REFER TO DETAIL REFER TO DETAIL TRENCHES TRENCHES GREATER THAN 3'-0 AT GRADE BEAMS w/T-0 MIN PERPENDICULAR TO BELOW THE FND OMIT DEPTH SLEEVE MAY PASS CONT FND SHALL BE CONCRETE REFER TO SOILS THROUGH FOOTING PROVIDED ENCASED IN CONCRETE REPORT FOR PROPER BACKFILL THAT THE SLEEVE IS NO DOWEL MATCH CLOSER THAN 1'-0 TO THE TOP WALL REINF SIZE OR 6" FROM THE BOTTOM _ &SPACING PROVIDE ° . LAP SPLICE ° Z q q 401 - b, . M r 5' O MIN - a.a s d Z O Z 1'-6 MIN � SINGLE LAYER OUTSIDE FACE SINGLE LAYER INSIDE FACE TYPICAL WALL REINFORCING 9M IN 9 MIN 2'-0 MIN WHERE REQ'D DROP BOTTOM OF DO NOT FND TO PROVIDE REQ'D MIN DIM 6-0 MIN LENGTH =WALL HT/2 LENGTH=WALL HT/2 EXCAVATE BELOW ADD ADD'L LAYERS OF REBAR THIS LINE ABOVE AND BELOW THE SLEEVE • FOUNDATION DETAILS FOR UNDERGROUND PLUMBING MATCH FND SIZE AND QUANTITY L' Av #5 L BAR 2'-0 x 2'-0 #5 L BAR 2'-0 x 2'-0 @ EA HORIZ BAR @ EA HORIZ BAR ° #5 L BAR MATCH #5 L BAR STD HOOK MATCH EXIST FND AND WALL HORIZ REINF SPACING HORIZ REINF SPACING - 1 SCHEDULED REINF SCHEDULED REINF #5 L BAR 2'-0 x 2'-0 }' INSIDE FACE @ EA HORIZ BAR _ _ _ _ _ _ _ _ — — Lu 1 MIN NEW FND W z ° ° SCHEDULED REINF #4 VERT @ 4'-0 OC #5 L BAR 2-0 x 2-0 #5 L BAR 2-0 x 2-0 @ EA HORIZ BAR @ EA HORIZ BAR INSIDE FACE z CLOSED CELL EXPANDED / z #4 VERT @ 4'-0 OC � POLYETHYLENE EXPANSION / SCHEDULED REINF _ TOP REINF AS O Q = 1 N JOINT FILLER `r / REQ'D REFER TO GRADE SIDE GRADE SIDE / SCHEDULE z > 0 2 z Q O= 1 MIN STEP BOTTOM OF NEW p STEP REINF TO z O U FND TO MATCH EXIST 1 MATCH FND REINF Q ' SIZE AND QUANTITY U V SINGLE LAYER CENTERED DOUBLE LAYER SINGLE LAYER (OUTSIDE CORNER) SINGLE LAYER ( INSIDE CORNER) D REBAR @ INSIDE FACE REBAR @ INSIDE FACE FOUNDATIONS ADJACENT TO EXIST STRUCTURES TYPICAL FOOTING STEP WALL CORNER DETAILS ICF WALL SCHEDULE AND STANDARD DETAILS FOOTING SCHEDULE AND TYPICAL DETAILS w J GEOMETRY REINFORCING Q PLAN JOIST JOIST TOPPING BOTTOM TOP SHEAR STIRRUPS W MARK DEPTH WIDTH DEPTH BARS BARS (d, INCHES) (b,INCHES) (t,INCHES) J-1 12" 6" 4" 2-#6 145 NOT REQ'D U J-2 8" 6" 4" 2-#5 245 NOT REQ'D (n J-3 8" 6" 4" 1-#5 145 NOT REQ'D J J-4 10" 6" 6" 2-#5 245 #3 C TIES @ 6"OC Q J-5 8" 6" 4" 2-#7 247 REFER TO PLAN TYPICAL JOIST SCHEDULE r(— SLAB REINFORCEMENT NOTES: �! b 1. PROVIDE 1"t 1/4"CLEAR COVER TOP BAR FOR BOTTOM BARS LITE-FORM 2. PROVIDE 1 1/2"CLEAR COVER .. ° INSULATED FORMS FOR TOP BARS (� ° ✓/ r"'✓ }/� BOTTOM BAR 3. 4x4 W2.9xW2.9 WWF IN SLAB 2'-0° F ��CO'Q'� GEOMETRY REINFORCING r � PLAN BEAM BEAM BOTTOM TOP SHEAR STIRRUPS MARK DEPTH WIDTH BARS BARS S Q n (d, INCHES) (b, INCHES �� S g�tif ��' B-1 30" 16" 4-#7 4-#7 NOT REQ'D pyO�ESS�Q�P� B-2 30" 16" 6-#7 247 #3 STIRRUPS @ 12"OC FOR 8'-0 FROM SUPPORTS B-3 30" 18" 4-#7 4-#7 #3 STIRRUPS @ 12"OC B-4 30" 14" 2-#7 3-#7 #3 STIRRUPS @ 12"OC B-5 30" 14" 2-#7 2-#7 #3 STIRRUPS @ 12"OC DATE B-6 24" 14" 2-#7 2-#7 NOT REQ'D B-7 24" 12" 2-#5 2-#5 NOT REQ'D B-8 18" 9" 2-#4 2-#4 NOT REQ'D 06/18/2018 CIP BEAM SCHEDULE SHEET NO. NOTES: ° — 1. PROVIDE 1"t 1/4"CLEAR COVER SLAB REINF FOR BOTTOM BARS TOP BAR 2. PROVIDE 1 1/2"CLEAR COVER S1 . 2 \ FOR TOP BARS b BOTTOM BAR 3. 4x4 W2.9xW2.9 WWF IN SLAB NOTES 1. REFER TO DESIGN DATA, SCHEDULES& J TYP DETAILS � 0 m c� 2. ® INDICATES SHEET NOTE REFER ^ a TO PLAN FOR LOCATION o D rn Ituj ca 3. TOP OF FOOTING = 88'-4 z c.� z 4. 12" DIA. 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FINISH FLOOR o ( � �.:�i FILLING &UNTIL SLAB IS CAST - FINISH FLOOR - FINISH FLOOR - - 100'-0 - - — - -� - —100-0 � ° o - — - 100-0 70 I � x i 5"CONCRETE SLAB REINF.w/ 6x6-W1.4xW1.4 WWFFINISH FLOOR / 2-#5 J o o 0/0 11123/256" STRIP FORM AS REQUIRED @ `; Q JOIST BOTTOM REINFORCING STAIR AFTER WALL HAS CURED o o SEE SCHEDULE ICF WALL CONTINUE WALL CONTINUOUS FOOTING � 1-#5 @ 16"OC BELOW ° ° I F 'J REFER TO SCHEDULE JOIST BOTTOM REINFORCING CIP BEAM REFER TO SCHEDULE REINF TO SLAB o SEE SCHEDULE FOR REINF SIZE AND SPACING CIP BEAM REFER TO SCHEDULE FOR REINF SIZE AND SPACING 11n ~ 3/4" = 1'-0" #_3_4 = 1'-0" 3/4 - 1 -0 3/4 - 1 -0 3/4 - 1 -0 U U) O IF r_ cc � � w " 2 AROPESS104 - 2 3 3.5 4 5 I I I I I DATE - T 10 0'FLOOR0" FIRS 06/18/2018 r SHEET NO. I I I I I BASEMENT d-a . S-3 . 1 n WALL HEIGHT 1/8" = 1'-0" TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans _ TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 �cq&D7 Survey Southoldtownny.gov PERMIT NO. Check_ Septic Form D.E.0 .4rAS-Akd Trustees C.O.Application_„_, Flood Permit Examined 20_ Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved .20 Mail to: Disapproved a/c _. Phone:_ Expiration 20 Building Inspector D PLICATION FOR BUILDING PERMIT 6 2019 5Date g 112- AP •zl) INSTRUCTIONS a.This a 9'NVSt be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pt11' .Fee according to schedule. ,,rrtett�W Alation of lot and of buildings on premises,relationship to adjoining premises or public streets or area e?Wiy s, 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 Pemtit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. U' � ly )i� (Signature of applicant or name,if corporrtinn) (Mailing addremw%of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises_ Q i � ) Srn(� s a n n I Ki Q (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Tr'ade's License No. 1. Location of land on which proposed work will be done: Sannino Vineyards 7490 Alvahs Lane,Cutchogue,NY 11935 House Number Street Hamlet County Tax Map No. 1000 Section 1000-101 Block 1 Lot 14.8 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy_ y- 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Installation of Sprinklers 4. Estimated Cost$27,000.00Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. �� `�l f fx p x.x4-y1 0 7. Dimensions ofexisting structures,ifany-Front,"! Rear Depth cam � Height : '' Number of Stories � Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8, Dimensions of entire new construction:Front `s 7 Rear Depth 7 � S 7 Height_ %a —Z" Number of Stories �2- 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Ow r 11.Zone or use district in which premises are situated_ 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NOK 13.Will lot be re-graded?YES-,X NO Will excess fill be removed from premises?YES NO 14.Names of Owner of remises t 040Address 2M!A'[-WkS Phone No. lojt— �6 2— Name of Architect btrC � Address Phone No Name of Contractor stat Fire sprinkler,Inc Address 88966.owwsu..P-I-x .NY11MP One N0. 631-961-8000 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO AJ *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED, b.Is this property within 300 feet of a tidal wetland?*YES NOS_ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) �) S: COUNTY OF OV'h,4r Danielle K Sulger being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Stat Fire Sprinkler,Inc 889 S Second St,Rokonkoma,NY 11779 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perforin 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. 5w b fore me th' day of .r.� 204- it':n;; 4 °OL�WC:62 No�u i' ,i c -Sfafe ai ew Y fk AAA ic, t 16 Signature9AR-p-p--tant Qualified in Suffolk Co My Commission Expires Building Department Avolication AUTHORIZATION (Where the Applicant is not the Owner) I, Anthony Sannino residing at 7490 Alvahs Lane, Cutchogue, NY 11935 (Print property owner's name) (Mailing Address) do hereby authorize Stat Fire Sprinkler, Inc (Agent) to apply on my behalf to the Southold Building Department. .., _.k.. C. ... .v 1 "I /t Z (Owner's Signature) (Date) _ w Anthony Sannino (Print Owner's Name) qa&t NFFW FIRE SPRINKLER, INC. Project: Sanntno Job No: To: Town of Southold Date: 54375 Rte 25 Southold.NY 11971 ATTN: From: Kelly O'Connor WE ARE SENDING: SUBMITTED FOR. SENT VIA: COPY TO• L Shop Drawings/Plans L Approval L Fed Ex/Overnight o GC/File n Letter 0 Your Use L USPS/Regular n n Submittal L As Requested n USPS/Priority n n Change Order C Review&Comment Tracking No.. p n Samples L Signature&Return p n Specifications n Other DATE. COPIES/ORIGINALS DRAWING: DESCRIPTION- Originals ESCRIPTION•Ori inals Four(4)Original Stamped Plans Originals Four(4)Original Calculations Ori ginal One Permit Application Original Check for Permit Application&Acceleration Comments: ACCEPTANCE SIGNATURE: D APR 1 6 2019 TOWN OF SOUTROLL 889 South 2nd Street Ronkonkoma, New York 11779 Tel.: 631.981.8000 Fax: 631.737.3884 joanne@statfs.com W"Mit" --MMIBM on HFFW FIRE SPRINKLER, INC. Project: Sannino Job No: To. Town of Southold Date: 6.12.19 54375 Rte 25 Southold,NY 11971 ATTN: From: Kelly O'Connor WE ARE SENDING. SUBMITTED FOR. SENT VIA: COPY TO: L Shop Drawings/Plans n Approval L Fed Ex/Overnight n GC/File 0 Letter n Your Use L USPS/Regular n 0 Submittal n As Requested b USPS/Priority n n Change Order 0 Review&Comment Tracking No. p L Samples n Signature&Return n n Specifications L Other DATE: COPIES/ORIGINALS DRAWING: DESCRIPTION: Originals Four(4)As Built Stamped Plans Originals Four(4)As Built Calculations Comments: ACCEPTANCE SIGNATURE: 889 South 2°d Street Ronkonkoma, New York 11779 Tel.: 631.981.8000 Fax: 631.737.3884 joanne@statfs.com )> 4,1_1 LU Gt �*O 73573 c Aq�FESb10�'�� D . . . Fire Protection by Computer Design TOWN OF SOUT ICLD STAT FIRE SPRINKLER INC 889 S 2ND STREET RONKONKOMA NY, 11779 (631) 981-8000 Job Name 021914-SANNINO VINEYARD Building SP-100 00 Location 15975 COUNTY ROUTE 48, CUTCHOGUE, NY 11935 System 1 Contract Data File 021914-SANNINO VINEYARD-SP PLANS-(CURRENT)Area 1 WXF Computer Programs by Hydratec Inc. Revision. 50 52.1 i STAT FIRE SPRINKLER INC Page 1 021914-SANN1140 VINEYARD Date 04-15-19 HYDRAULIC CALCULATIONS for Project name: SANNINO VINEYARD Location: 15975 COUNTY ROUTE 48, CUTCHOGUE, NY 11935 Drawing no: SP-100.00 Date: 014-15-19 Design Remote area number: 1 Remote area location: 1ST FLOOR-WINE EDUCATION AREA Occupancy classification: ORDINARY HAZARD#1 Density: .15-Gpm/SgFt An!a of application: 1025-SgFt Coverage per sprinkler. 130-SgFt Type of sprinklers calculated: 1/2", 5 6 K-FACTOR No.. of sprinklers calculated: 11 In-rack demand. N/A-GPM Hase streams: 250-GPM Total water required(including hose streams): 486.79-GPM @ 46 04-Psi Type of system: WET Volume of dry or preaction system: N/A-Gal Water supply information Daae: Location: Source: Name of contractor. STAT FIRE SPRINKLER INC Address: 889 S 2ND STREET/RONKONKOMA NY, 11779 Phone number. (631) 981-8000 Name of designer: FM Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C STAT FIRE SPRINKLER INC Page 2 021914-SANNINO VINEYARD Date 04-15-19 City Water Supply Demand: C1-Static Pressure 66 D1-Elevation 10.394 C2-Residual Pressure: 48 D2-System Flow 236.793 C2-Residual Flow 2756 D2-System Pressure 58.940 Hose(Demand) 250 D3-System Demand 486.793 Safety Margin 6.332 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 33 C2 40 30 20 10 D7 300 600 900 1200 1500 1800 2100 2400 2700 FLOW(N^185) Computer Programs by Hydratec Inc. Revision: 50.52.1 a� ? 01 Page 1 of 7 ® MIRAGE®STANDARD AND N41KJNG* QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION Viking Mirage® Standard and Quick Response Concealed Pendent Sprinkler VK462 and HP Sprinkler VK463 are thermosensitive glass-bulb spray sprinklers designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The sprinkler is pre-assembled with a threaded adapter for installation with a low- profile cover assembly that provides up to %" (12.7 mm) of vertical adjustment. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate.The"push-on","thread-off"design of the concealed cover plate assem- bly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied. The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of m.. service or removing the sprinkler The Electroless Nickel PTFE(ENT)coating has been investigated for installation in corrosive environments and is cULus Listed as indicated ? in the Approval Charts.The ENT finish is only available for the sprinkler assembly, the cover plate is not plated. 2. LISTINGS AND APPROVALS ®w cULus Listed: Category VNIV FM Approval: Class 2015 Af WARNING:Cancer and Reproductive Harm- NYC Approved: MEA 89-92-E, Volume 32 www.P65Wamings.ca.gov vds VdS Approved: Certificate G4080021 ED Pr, � i ,.xe LPCB Approved: Certificate number 096e/12 E CE Certified: Standard EN 12259-1, EC-certificate of conformity 0786-CPD-464)6 iD CCCF Approved:Approved by the China Certification Center for Fire Products(CCCF) QI MED Certified: Standard EN 12259-1, EC-certificate 0832-MED-1003 Refer to Approval Chart 1 Design Criteria for cULus Listing requirements, and refer to Ap wSherp ,gep IgA_Criteria on page for FM Approval requirements that must be followed. � > y 3. TECHNICAL DATA Specifications: Available since 2006 Minimum Operating Pressure 7 psi (0.5 bar)" Maximum Working Pressure: Sprinkler VK463 is rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17.2 bar)for high-pressure systems. High-pressure (HP)sprinklers can be identified by locating "250"stamped on the deflector.Sprinkler VK462 is rated to a maximum 175 psi(12 bar)wwp. Factory tested hydrostatically to 500 psi (34 5 bar) Thread size: 1/2" (15 mm) NPT Nominal K-Factor 5 6 U S (80 6 metrict) Glass-bulb fluid temperature rated to-65°F (-55°C) Patents Pending 'cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0.35 bar) tMetric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Material Standards: Sprinkler Body- Brass UNS-C84400 Deflector Copper UNS-C19500 for Sprinkler VK462 Phosphor Bronze UNS-C51000 for Sprinkler VK463 Deflector Pins: Stainless Steel Alloy Bulb: Glass, nominal 3 mm diameter Form No. F_103005 18 10 11 Rev 18.2.P65 Replaces Form No F_103005 Rev 18.2 (Added P65 Warning.) I Page 2 of 7 MIRAGE®STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Pip Cap and Insert Assembly- Copper UNS-C11000 and Stainless Steel UNS-S30400 Button: Brass UNS-C36000 Screws: 18-8 Stainless Steel Belleville Spring Sealing Assembly- Nickel Alloy, coated on both sides with Teflon Tape Yoke. Phosphor Bronze UNS-C51000 Cover Adapter: Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc Plating Cover Assembly Materials: Cover Copper UNS-C11000 or Stainless Steel UNS-S30400 Base: Brass UNS-C26000 or UNS-C26800 Springs: Nickel Alloy Solder Eutectic Ordering Information: (Also refer to the current Viking price list.) Viking Mirage®Standard and Quick Response Concealed Pendent Sprinklers and Cover Plate Assemblies must be ordered separately* Sprinkler: Base Part No. VK462- 13503A for Brass finish and 13503JN for ENT finish. VK463-HP Base Part No. 13667A Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number Temperature Suffix: 155°F(68°C)= B, 175*F(79°C)= D, 200*F (93°C)= E For example, sprinkler VK463 with a 155*F (68°C)temperature rating= 13667AB. Standard Cover Plate Assembly: Base Part No. 13504(2-3/4"diameter), Base Part No 13642(3-5/16"diameter), or Base Part No 1:5394(square cover plate, 3-5/16") Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number Finish Suffix: Polished Chrome = F, Brushed Chrome = F-/B, Bright Brass = B, Antique Brass = B-/A, Brushed Brass = B-/B, Brushed Copper= E413, Painted White= M-/W, Painted Ivory= M-/I, Painted Black= M-/B Temperature Suffix: 135°F (57°C) UL(139°F(59°C) FM and LPCB)=A, 165*F(74°C)= C For example, cover 13504 with a Polished Chrome finish and a 165*F (74°C)temperature rating 13504FC Stainless Steel Cover Plates(not availble with any finish or paint): Base Part No 21876(2-3/4"diameter)or Base Part No. 21875(3-5/16"diameter). Temperal:ure Suffix: 135°F(57°C) UL(139°F(59°C) FM and LPCB)=A, 165°F(74°C) =C For example, cover 21876 with a 165 °F(74°C)temperature rating =21876C NOTE:The cULus Listings for the square cover plate 15394 are for the 135°F(57°C)temperature rated cover plate only.Refer to the Approval Chart. Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website.) Sprinkler Wrenches*": A. Heavy Duty Wrench Part No 14047W/B (available since 2006), or B. Head Cabinet Wrench Part No 14031***(available since 2006) C Optional Concealed Cover Plate Installer Tool Part No 14412 for cover 13504, or Part No. 14867 for the large diameter cover (available since 2007) **Requires a'Y."ratchet(not available from Viking).***Optional for removal of the protective cap Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No 01731A(available since 1971) 4. INSTALLATION Refer to.appropriate NFPA Installation Standards. 5. OPERATION During fire conditions,when the temperature around the sprinkler approaches its operating temperature,the cover plate detaches. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the yoke, pip-cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to INFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinklers VK462 and VK463 are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Form No. F103005 18.10.11 Rev 18.2.1365 Page 3 of 7 MIRAGE®STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Ordinary 155°F(68°C) 100°F(38°C) 135°F(57°C)cULus 13504 or 218765 13642 or 218755 15394 Red 139°F(59°C)FM and LPCB Intermediate 175°F(79°C) 150°F(65°C) 165°F(74°C) 13504 or 218765 13642 or 218755 15394 Yellow Intermediate 200°F(93°C) 1 150°F(65°C) 165°F(74°C) 13504 or 218765 13642 or 218755 15394 Green Cover Plate Finishes5: Polished Chrome, Brushed Chrome, Bright Brass,Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory,or Painted Black Sprinkler Finishes: Brass and ENT Corrosion Resistant Coatings': ENT Footnotes The sprinkler temperature rating is stamped on the sprinkler deflector 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 Part number shown is the base part number For complete part number,refer to current Viking price list schedule. °The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers,the ENT coating is applied to all exposed exterior surfaces, including the waterway,but the Belleville spring is exposed. 5 Stainless Steel versions are not available with any finishes or paint. QQ�\�p CUSTO�A �Z a O 0 v� O All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative 3-5/16" (84 mm) sample(a paint dot)of the paint on the label. Figure 1: Identification of Custom Paint for Concealed Covers Figure 2: Square Cover Assembly 15394 Form No. F_103005 18.10.11 Rev 18.2.1365 ti Page 4of7 MIRAGE®STANDARD AND QR CONCEALED PENDENT 1411UNG4 SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Thread Nominal Maximum Listings and Approvals• IT- SIN Size K-Factor Water Working (Refer also to Design Criteria) Inch mm U.S. metria Pressure cULus' I NYC I VdS' LPCB E +x Standard Response Applications _ 13503A VK462 1/2" — 5.6 80.6 175 psi(12 bar) AY1,CZ1 AY1,BZ1 AY1,CZ18 AY3 — 19785A VK462 1/2" — 5.6 80.6 175 psi(12 bar) — _ AY2,CZ2 21356A VK462 15 5.6 80.6 175 psi(12 bar) — — AY2,CZ2 Quick Response Applications _ 13503A VK462 1/2" 15 5.6 80.6 175 psi(12 bar) AV1,BX1, AV1,BX16 — — AY3 — AS3,BT3 BX1,, 13503JN11 VK462 1/2" 15 5.6 80.6 175 psi(12 bar) A AV11, BT3 AV1,BX16 — — — 13667A VK463 1/2" 15 5.6 80.6 250 psi(17.2 bar)3I AV1,BX1 AV1,BX16 — Cover Plate Assembly Temperature Ratings'•' Sprinkler Temperature S-135°F(57°C)cover 21876 or 21875(large diameter) Cover Plate Assembly Finishes10 Ratings T-165°F(74°C)cover 21876 or 21875(large diameter) 1 - Polished Chrome, Brushed Chrome, Bright Brass,Antique A-155°F(68°C) V- 135 °F (57 °C) cULus Listed cover 13504, 13642 (large Brass, Brushed Brass, Brushed Copper, Painted White, diameter),or 15394(square cover plate) B- 175 °F (79 °C) and 200 °F Painted Ivory,or Painted Black X-165°F(74°C)cover 13504,or 13642(large diameter) (93° Y- 135 °F (57 °C) cover 13504 LPCB Approved as 139 °F 2-Brass C 200-°F F(93°C) (59°C) 3-Stainless Steel Z-165°F(74°C)cover 13504 Footnotes 1 Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3 The Water Working Pressure rating is stamped on the deflector °This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. 5 Listed by Underwriter's Laboratories for use in the U.S.and Canada. 6 Accepted for use,City of New York Department of Buildings,MEA Number 89-92-E,Vol.32. VdS Approved,standards VdS 2344:2005-12,VdS 2100-25:2008-01,and EN 12259-1.1999+A1:2001 +A2:2004+A3:2006,Certificate G4080021 e CE Certified,Standard EN 12259-1,EC-certificate of conformity 0786-CPD-40249. 9 The 135/139°F cover has an orange label.The 165°F(74°C)cover has a white label. 10 Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer Contact Viking for additional information. 11 cULus Listed as corrosion resistant. 11 MED Certified,Standard 12259-1,EC-certificate 0832-MED-1003. NOTE:Custom colors are indicated on a label inside the cover assembly.Refer to Figure 1 Form No. F103005 18.1011 Rev 18.2.P65 J Page 5 of 7 ® MIRAGE®STANDARD AND N411UNG4 QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com cULus Listing Requirements: Mirage®Concealed Pendent Sprinklers VK462 and VK463 are cULus Listed as quick response for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. • For hazard occupancies up to and including Ordinary Hazard,Group Il. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13.Maximum spacing allowed is 15 ft.(4.6 m). • Minimum spacing allowed is 6 ft. (1.8 m)unless baffles are installed in accordance with NFPA 13. • Minimum distance from walls is 4 in.(102 mm). • Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. • The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE:Concealed sprinklers must be installed in neutral or negative pressure plenums only. VdS Approval Requirements: a)The sprinkler can be installed in a concrete ceiling(massive ceiling)or in a false ceiling made of light materials. b)This sprinkler is deflector fixed type and can be only activated by heat.The housing is not tight. c)Follow installation guidelines of current standards,CEA4001VdS and EN12845.These sprinklers can only be installed in LH and OH occupan- cies,except in OH4 NOTES: Due to the design the sprinkler type'Domed-CCP'shall not be installed in false ceilings in which the false ceiling space is protected by a water extinguishing system. Due to the design the sprinkler type'Domed-CCP'shall not be installed in false ceilings in which during a fire the pressure above the false ceiling may be assumed to be higher than the pressure below the false ceiling. The criterion for the dropping of the cover relevant for this approval is heat. Steps of installation: 1 Prepare the sprinkler key. 2. Remove the plastic cover 3. Hold the sprinkler with the wrench and fasten it. 4 Replace the plastic cover and do not remove until the cover is installed. IMPORTANT:Always refer to Bulletin Form No.F_091699-Care and Handling of Sprinklers.Also refer to Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB,APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Form No. F_103005 18.10.11 Rev 18.2.P65 I .ti Page 6of7 MIRAGE®STANDARD AND ° I ° A QR CONCEALED PENDENT SPRINKLER VK462 AND HP N11UNG4SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com --------------- Maximum rSprinklere NPT Thread Size Nominal K-Factor FM Approvals' . SIN Water Working Incmm U.S. metria Pressure (Refer also to Design Criteria below.) h 13503A VK462 1/2" 15 5.6 80.6 175 psi(12 bar) AW1,BX1,AY2,BZ2 Cover Plate Assembly Temperature Ratings'° Cover Plate Assembly Finishess Y-139 OF(59°C)cover 21875 or 21876 1 - Polished Chrome, Brushed Chrome, Bright Sprinkler Temperature Ratings Z-165 OF(74°C)cover 21875 or 21876 A-155 OF(68'C) W-139 OF(59°C)cover 13504, 13642(large diameter),or Brass, Antique Brass, Brushed Brass, 15394(square cover plate) Brushed Copper, Painted White, Painted B-175 OF(79°C)and 200 OF(93°C) Ivory,or Painted Black X-165 OF(74°C)cover 13504, 13642(large diameter),or 2-Stainless Steel 15394(square cover plate) Footnotes Part number shown is the base part number For complete part number,refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 'This chart shows the FM Approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. °The 139 OF(59°C)cover has an orange label.The 165 OF(74°C)cover has a white label. 5 Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer Contact Viking for additional information. NOTE:Custom colors are indicated on a label inside the cover assembly.Refer to Figure 1 IAooroval teauirements: Concealed Pendent Sprinkler VK462 is FM Approved as a standard response Non-Storage concealed pendent sprinkler as indicated in the FM Approval Guide! For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design,ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FRI installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT,Always refer to Bulletin Form No. F_091699-Care and Handling of Sprinklers.Also refer to Form No.F_080614 for general care,installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global,LPCB,APSAD,VdS or other similar organiza- tions,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Form No. F103005 18.1011 Rev 18.2.1365 r' Page 7of7 MIRAGE®STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler and 2-1/4" (57 mm) Adapter Assembly diameter opening • Protective cap Sprinkler Wrench required in the removed _. Part No. 14047WB** ceiling. • Use wrench 14047W B** v'-•; w f Step 1: Step 2: t t Carefully slide the Carefully press the wrench upward and wrench sideways around turn slightly to ensure engagement with the deflector and pins the sprinkler wrench flats. NEVER install the sprinkler by applying the installation Sprinkler wrench across the frame arms. DO NOT overtighten. wrench flat Use only the designated sprinkler wrenches, Viking Sprinkler Part Numbers 14047WB** or 14031**.A leak tight seal frame arms should be achieved by turning the sprinkler clockwise 1 to 1-1/2 turns beyond finger tight. Figure 3: Sprinkler Installation and Proper Wrench Usage A 1/2"ratchet is required(Not available from Viking) 1/2" (15 mm) NPT 2-9/16" (65 mm) Maximum 2-1/16" (52 mm) Minimum io E LO N . 2-3/4" (70 mm)or NOTE: Upon sprinkler activation,the deflector descends 3-5116" (84 mm) to approximately 13116"(21 mm)below the sprinkler body. Figure 4: Sprinkler Dimensions and Cover Installation Form No. F_103005 18.10.11 Rev 18.2.P65 Replaces Form No F_103005 Rev 18.2 (Added P65 Warning.) Page 1 of 6 MICROFASTO QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK306 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in Approval Charts. 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM FM Approved: Class 2020 CCCF Approved:Approved by the China Certification Center for Fire Products(CCCF) Ai WARNING:Cancer and Reproductive Harm- Refer to Approval Charts and Design Criteria for listing and approval requirements that must www.P85Wamings.ca.gav be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure 7 psi (0 5 bar) Rated to 175 psi (12 bar)water working pressure Factory tested hydrostatically to 500 psi(34 5 bar) Nominal K-Factor 5.6 U S (80 6 metric*) Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. - Overall Length: 2-3/4" (68 mm) TOWN OF SOU ii;'._'— Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly- Nickel Alloy, coated on both sides with PTFE Tape Screw- Brass UNS-C36000 Pip Cap and Insert Assembly- Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pip cap-ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast®Quick Response Horizontal Sidewall Sprinkler VK305 by first adding the appropriate suffix for the sprin- kler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass=A, Chrome= F,White Polyester= M-/W, Black Polyester=M-/B, and ENT=JN Temperature Suffix: 135*F/57°C =A, 155°F/68°C = B, 175 *F/79*C = D, 200*F/93*C = E, and 286*F/ 141 *C =G For example, sprinkler 12997 with a Brass finish and a 155 *F/68*C temperature rating= Part No. 12997AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: A. Standard Wrench. Part No. 21475M/B (available since 2017). B Wrench for recessed and/or wax coated sprinklers: Part No. 13655W/B**(available since 2006) **A Yz"ratchet is required(not available from Viking) Form No F_060914 19 02.21 Rev 19 1 Replaces form F_060914 Rev. 17 1 P65 (Removed F-1 Escutcheon.) i Page 2 of 6 MICROFAST®QUICK N41K] RESPONSE HORIZONTAL SIDEWALL SPRINKLER 64 VK306 (K6.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler Cabinets: A. Six-head capacity Part No. 01724A(available since 1971) B.Twelve-head capacity Part No. 01725A(available since 1971) 4. INSTALLATION Refer to.appropriate NFPA Installation Standards. 5. OPERATION During firs conditions,the heat-sensitive fusible link disengages,the pip cap and spring are released, and the waterway is opened. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is available through a network of domestic and interna- tional distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Wrench Flat Figure 1: Standard Sprinkler Wrench 21475M/B Form No. F_060914 19.02.21 Rev 19 1 Page 3 of 6 MICROFASTO QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK306(K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Ordinary 135°F (57°C) 100°F(38°C) Orange Ordinary 155°F (68°C) 100°F(38°C) Red Intermediate 175°F(79°C) 150°F(65°C) Yellow Intermediate 200 °F(93°C) 150-F(65°C) Green High 286°F (141 °C) 225°F(107°C) Blue Sprinkler Finishes: Brass, Chrome,White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings':White Polyester, Black Polyester, and ENT Footnotes The sprinkler temperature rating is stamped on the deflector z Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 'The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts.These tests cannot and do not represent all possible corrosive environments.Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment.For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only For ENT coated sprinklers,the waterway is coated.Note that the spring is exposed on sprinklers with Polyester,and ENT coatings. Step 1: Carefully slide the wrench sideways around ;°< the deflector,ensuring en- gagement with the sprinkler 4.: wrench flats. Y, Sprinkler wrench 13655W/B"* must be used for installing wax coated sprinklers. "A 1/2" ratchet is required Ste 2: Careful) (not available from Viking) p Y Press the wrench onto the sprinkler wrench flats. Figure 2: Wrench 13655W/B for Recessed Sprinklers Form No. F_060914 19 02.21 Rev 19 1 I v Page 4of6 MICROFASTO QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Base Part Sprinkler Thread Size Nominal K-Factor Overall Length Listings and Approvals' Number' Style SIN p (Refer also to Design Criteria on page 43x.) NPT BSP U.S. metric2 Inches mm cULus' LPCB 12997 VK305 HSW 1/2" 15 mm 5.6 80.6 2-11/16 68 A1W,B1X, — — C2W,D2Z _ 19782 N/K305 HSW 1/2" — 5.6 80.6 2-11/16 68 -- — E3 NOTICE . Office) 12121 VK305 HSW 1/2" 15 mm F 5.6 80.6 1 1-11/16 68 C W,61X, 7 C2W,D2Z _ Approved Temperature Ratings A - 135 OF (57 °C), 155 OF (68 °C), 175 OF (79 °C), 200 OF (93 °C), and 286 OF Approved Finishes Approved Escutcheons W-Installed with standard surface-mounted escutcheons (141 °C) 1 - Brass, Chrome, White Poly-ester.', X-Installed with standard surface-mounted escutcheons or B- 135 OF (57 -C), 155 OF (68 °C), 175 OF and Black Polyester56 recessed with the Viking Micromati& Model E-1, E-2, or (79°C),and 200 OF(93°C) 2-ENT5 G-1 Recessed Escutcheon C- 155 OF(68 °C), 175 OF (79 °C), 200 OF Z- (93°C),and 286°F(141 °C) 3-Chrome Installed with standard surface-mounted escutcheons or D-155°F(68°C), 175°F(79°C),and 200 recessed with the Viking Micromatic Model E-1 OF(93°C) E-155OF(68°C) Footnotes 'Base part number shown.For complete part number,refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 9 This table shows the listings and approvals available at the time of printing.Other approvals may be in process. °Listed by Underwriters Laboratories Inc.for use in the U.S.and Canada. 5cULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. cULus Listincr Requirements: M Quick Response Horizontal Sprinkler VK305 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • Locate with the deflector 4"to 12"(102 mm to 305 mm)below the ceiling. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. • Minimurn spacing allowed is 6 ft. (1.8 m) • Align the top of the deflector parallel with the ceiling. • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. IMPORTANT.Always refer to Bulletin Form No. F_091699-Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care,installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, LPCB,APSAD,VdS or other similar organiza- tions,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Form No. F060914 19 02.21 Rev 19 1 Page 5 of 6 MICROFAST®QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK306(K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Base Part SINThread Size Nominal K-Factor Overall Length FM Approvalsa* Number' NPT I BSP U.S. metric- Inches mm (Refer also to Design Criteria below.) 12997 VK305 1/2" 15 mm 5.6 80.6 2-11/16 68 A1Y,B1X NOTICE Product •w-Limited Availability(Contact LocalOffice) 12121 VK305 1 1/2" 15 mm 1 5.6 80.6 2-11/16 1 68 A1Y,B1X Approved Temperature Ratings Approved Escutcheons A-135 OF(57°C), 155 OF(68°C), 175 X - Installed with standard surface-mounted escutcheons or recessed °F(79°C),200 OF(93°C),and 286 Approved Finishes with the Viking Micromati& Model E-1, E-2, E-3, or G-1 Recessed OF(141 °C) 1 -Brass Escutcheon B- 135 OF(57°C), 155 OF(68°C), 175 Y-Installed with standard surface-mounted escutcheons OF(79°C),and 200 OF(93°C) Footnotes Base part number shown. For complete part number,refer to Viking's current price schedule. -Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3 This table shows the FM Approvals available at the time of printing.Other approvals may be in process. °Viking vertical sidewali sprinklers may be installed pendent or upright. FM Approval Reauirements: Horizontal Sidewall Sprinkler VK305 is FM Approved as a quick response Non-Storage sidewall sprinkler as indicated in the FM Approval Guide.For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT:Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care,installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global,LPCB,APSAD,VdS or other similar organizations,and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Form No F060914 19 02.21 Rev 19 1 Page 6 of 6 MICROFASTO QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER I I Q:N:C:*]j VK306 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 2-3/4" �— (68 mm) 2-7116" (62 mm) D APR 1 6 2019 Wall Opening Size: Installed with a Standard T 2-5/16 (58.7 mm)minimum 1/8 Surface-Mounted TOWN OF SOMIDLD 2-1/2"(63.5 mm)maximum Escutcheon Figure 3: Sidewall Sprinkler Dimensions with a Standard Escutcheon Minimum Minimum 1-5/8" 1-3/4" (41 mm) (45 mm) n. 7 2-1/8" & ..... .... 2-1/8" (54 mm) (54 mm) 2-1/4" 2-5/8" (57 mm) (67 mm) Maximum Maximum Wall Opening Size: Installed with the Installed with the 2-5/16"(58.7 mm)minimum Micromatic Model E-1 Threaded Model E-2 2-11211(63.5 mm)maximum Recessed Escutcheon Recessed Escutcheon Figure 4: Sidewall Sprinkler VK305 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No. F_060914 19.02.21 Rev 19 1 Replaces form F_060914 Rev 17 1 P65 (Removed F-1 Escutcheon.) Page 1 of 4 AFMW�Jst 141KJ MICROFAST® QUICK 4 't RESPONSE UPRIGHT SPRINKLER VK300(K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION . The Viking Microfase Quick Response Upright Sprinkler VK300 is a small, 1 thermosensitive, glass-bulb spray sprinkler available in several differ- ent finishes and temperature ratings to meet design requirements. The spe- cial Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coat- ings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note. FM global approves the ENT coating as corrosion resistant.FM Global has no approval classification Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Classes 2002 and 2020 Refer to Approval Charts and Design Criteria for listing and approval requirements WARNING:www.CancP65Wamings.ca.gov Reproductive Harm- PP 9 9 PP q � www.P65waminga.ca.gov that must be followed. 3. TECHNICAL DATA n Specifications: R �:� Minimum Operating Pressure 7 psi (0.5 bar)* Maximum Working Pressure. 175 psi (12 bar)wwp 0 Factory tested hydrostatically to 500 psi (34 5 bar) s r Testing: U S.A. Patent No. 4,831,870 " Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor 5 6 U S (80 6 metric**) Glass-bulb fluid temperature rated to-65 °F(-55°C) ''"jj' Overall Length: 2-3/16" (56 mm) TOVV1v OF S(7UTn j *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0.35 bar) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector Brass UNS-C23000 or Copper UNS-C19500 Bulb Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly- Nickel Alloy, coated on both sides with PTFE Tape Screw- Brass UNS-C36000 Pip Cap and InsertAssembly- Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers. Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap-ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfase Quick Response Upright Sprinkler VK300 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass=A, Chrome= F, White Polyester= M-/W, Black Polyester=M-/B, and ENT=JN Temperature Suffix(°F/°C)- 135°/57° =A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141°=G For example, sprinkler VK300 with a 1/2" NPT thread, Brass finish and a 155 °F/68 °C temperature rating = Part No 12978AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website.) Sprinkler Wrench: Standard Wrench. Part No. 21475M/B(available since 2017) Sprinkler Cabinets: A. Six-head capacity, Part No 01724A(available since 197 1) B Twelve-head capacity, Part No 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Form No. F_052114 18.1011 Rev 17 1 P65 Replaces Form No F_052114 Rev 17 1 (Added P65 Warning.) f .y Page 2 of 4 141KMICROFAST® QUICK • RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfas?Quick Response Upright Sprinkler VK300 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Ordinary 135°F(57°C) 100°F(38°C) _ Orange Ordina155°F(68°C) 100°F(38°C) _ Red 7!intermedriate termediate 175°F(79°C) 150°F(65°C) Yellow 200°F(93°C) 150°F(65°C) _ Green High 286°F(141 °C) 225°F(107°C) _ Blue Sprinkler Finishes:Brass,Chrome,White Polyester, Black Polyester,and ENT Corrosion-Resistant Coatings':White Polyester,Black Polyester,and Black PTFE.ENT in all temperature ratings except 135 OF(57°C) Footnotes The sprinkler temperature rating is stamped on the deflector 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 'The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts.These tests cannot and do not represent all possible corrosive environments.Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment.For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester,ENT,and PTFE coatings.For ENT coated automatic sprinklers,the waterway is coated. Protective Sprinkler Cap- Wrench Flat Figure 1: Standard Sprinkler Wrench 21475M/B Form No. F 062114 18.10.11 Rev 17 1 P65 Page 3 of 4 MICROFASTO QUICK RESPONSE UPRIGHT SPRINKLER VK300(K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49068 Telephone:269-946-9601 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Base Part SIN Thread Size Nominal K-Factor Overall Length Listings and Approvals' Number' NPT I BSP U.S. I metric2 Inches mm cULus I VdS I LPCB NYC- VK300 1/2" 115mm 1 5.6_J-80.6 ---T- 2-3/16 56Al, Bre — — See footnote 7.NOTICE - 066616 I VK300 j 1/2" 1 15 mm 1 56 1 80.6 2-3/16 56 1 Al, Bre I -- I — ISee footnote 7 — Approved Temperature Ratings Approved Finishes A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200°F(93 °C), and 1 -Brass,Chrome,White Polyester5,6,and Black Polyesters,, 286°F(141°C) 2-ENT6 B-155°F(68°C), 175°F(79°C),200°F(93°C), and 286°F(141°C) Footnotes Base part number is shown.For complete part number,refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing.Check with the manufacturer for any additional approvals. 4 Listed by Underwriters Laboratories Inc.for us in the U.S.and Canada s Other colors are available on request with the same Listings and Approvals as the standard colors. e cULus Listed as corrosion resistant. Meets New York City requirements,effective July 1,2008 'Accepted for use,City of New York Board of Standards and Appeals,Calendar Number 219-76-SA and City of New York Department of Buildings,MEA 89-92-E,Vol.16. cULus Listing Requirements: The Viking Microfasr Quick Response Upright Sprinkler VK300 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards, whenever applicable. Form No F_052114 18.1011 Rev 17 1 P65 Page 4 of 4 AW M MICROFAST® QUICK MAW M • RESPONSE UPRIGHT r%j W*j SPRINKLER VK300 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com ------------------- Base Part SIN Thread Size Nominal K-Factor Overall Length FM Approvals' Number' NPT BSP U.S. metria Inches mm (Refer also to Design Criteria below.) 12978 VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 Al, B2 NOTICE-Product .bility(Contact Local Viking Office) 066618 VK300 1 1/2" 1 15 mm 1 5.6 80.6 2-3/16 56 Al, B2 Approved Temperature Ratings Approved Finishes A-135°F(57-C), 155°F(68°C), 175°F(79°C),200°F(93°C), and 286°F(141°C) 1 - Brass, Chrome, White Polyester6, and Black B-155°F(68°C), 175°F(79°C), 200°F(93°C),and 286°F(141°C) Polyesters 2-ENT6 Footnotes Base part number is shown.For complete part number,refer to Viking's current price schedule. z Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3This table shows the FM Approvals available at the time of printing.Check with the manufacturer for any additional approvals. 6 Other colors are available on request with the same Approvals as the standard colors. 6 FM approved as corrosion resistant. FM Aooroval IReauirements: The Microfast�I Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non-Storage upright sprinkler as indicated in the FM Approval Guide.For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0). FKI Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design,ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FIA installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards,,whenever applicable. Form No. F052114 18.10.11 Rev 17 1 P65 Replaces Form No. F_052114 Rev 17 1 (Added P65 Warning.) Page 1 of 6 STANDARD/QUICK RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com 1. DESCRIPTION Viking Standard/Quick Response Extended Coverage Dry Horizontal Sidewall Sprinklers are thermosensitive spray sprinklers suitable for use in areas subject to freezing.The sprinklers are designed for dry systems and preaction systems where it is necessary to prevent water or condensation from entering the drop nipple be- fore sprinkler operation. They may also be installed in spaces subject to freezing and supplied from a wet system in an adjacent heated area. �` The special Polyester and Electroless Nickel PTFE (ENT) coatings have been investigated for installation in corrosive atmospheres and are cULus listed as cor- rosion resistant as indicated in the Approval Chart. NOTE: When installed in some corrosive environments,the Polyester finish may change color.This natural discoloration over time is not in itself an indi- cation of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. For Light Hazard Occupancies Only 2. LISTINGS AND APPROVALS WARNING:Cancer and Reproductive Harm- OptC � cULus Listed: Category VNIV W W W.P65Wamings.ca.gov Refer to the Approval Chart on page 109c and Design Criteria on page 109e for cULus Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1998. Minimum Operating Pressure. Refer to the Approval Chart on page 109c Maximum Working Pressure: 175 psi (12 bar). Factory tested pneumatically to 100 psi (6 89 bar) Thread size. 1" NPT or 25 mm BSP Nominal K-Factor 5.6 U S. (80 6 metric*)for all listed and approved lengths. *Metric K-factor measurement shown is when pressure is measured in bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to-65*F(-55°C) Covered by the following U S Patent numbers: 8,636,075 and 8,376,060 Material Standards: Frame Casting: Brass UNS-C84400 Viking Technical Data may be found on Deflector Copper UNS-C19500 The Viking Corporation's Web site at Bulb- Glass, nominal 3 mm diameter http:/Iwww.vikinggroupinc.com. Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with PTFE Tape The Web site may include a more recent Compression Screw- Brass UNS-C36000 e '' n of this Technical Data Page. Pip Cap and Pip Cap Adapter Brass UNS-C36000 U Orifice. Copper UNS-C22000 UD Tube: ERW Hydraulic Steel Tube ! ;'� Support(Internal) Stainless Steel UNS-S30400 U 'ts Barrel: Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish AFa Barrel End and Threads: QM Brass Escutcheon Materials: Recessed Dry Escutcheons. Cold Rolled Steel UNS-G10080 T " �la� ':•< ENT Coated Adjustable and Recessed Escutcheons: Stainless Steel UNS-S30400 TOWN O'F SOUTe:.', Ordering Information: (Also refer to the current Viking price list.) Sprinkler: Base Part No. 10542U Order Standard/Quick Response Extended Coverage Dry Horizontal Sidewall Sprinklers by first adding the appropriate suffix for the sprinkler finish, the appropriate suffix for the temperature rating, and then the suffix for the length ("A"dimension)to sprin- kler base part number Order in a specific length noted as the"A"dimension (see Figure 3). The"A"dimension is the distance from the face of the fitting (tee)to the desired finished surface of the wall in which it is to be installed. Form No. F_051598 18.11 01 Rev 15.1 P65 Replaces Farm No F_051598 Rev 15 1 (Added P65 Warning.) I Page 2 of 6 STANDARD/QUICK RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com These sprinklers are listed and approved in lengths from 3-1/4"to 47-1/2"(82.5 mm to 1,207 mm)for the adjustable recessed style. Finish Suffix: Chrome= F, White Polyester= M-/W, and ENT=JN Temperature Suffix(°F/°C): 155°/68°=B, 175°/79°= D BSP threads are available upon special request. For example, sprinkler VK188 with 1" NPT Threads, a Chrome finish, a 155*F/68 °C temperature rating, and "A" length of 10" _ Part No. 10542UFB10 Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the"Sprinkler Accessories"section of the Viking data book.) Sprinkler Wrenches: — Wrench for recessed sprinklers: Part No. 07565W/B**(available since 1991) Protective—\ **A Y."ratchet is required(not available from Viking). S p r I r k l e r Dry Sprinkler Protective Cover: Part No 15610 Shield 4. INSTALLATION � 13 Refer to appropriate NFPA Installation Standards. 6. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the internal parts to open the water- way Water flowing through the sprinkler orifice strikes the sprinkler Wrench deflector, forming a uniform spray pattern to extinguish or control the fire. F-I.a 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. — 7. AVAILABILITY _ VIKING 07297 "� The Viking Standard/Quick Response Extended Coverage Dry Horizontal ri Sidewall Sprinkler is available through a network of domestic and inter- national distributors. See The Viking Corporation web site for the closest Figure distributor or contact The Viking Corporation. Sprinkler with Protective Shield 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Ordinary 155°F (68°C) 100-F(38°C) Red Intermediate 175-F (79°C) 150°F (65°C) — Yellow Sprinkler Finishes: Chrome,White Polyester, and ENT Corrosion-Resistant Coating3,4:White Polyester and ENT in all temperature ratings — Footnotes The sprinkler temperature rating is stamped on the deflector 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant Polyester and ENT coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chars.These tests cannot and do not represent all possible corrosive environments.Note:These coatings are NOT cor- rosion proof.Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environ- ment. Polyester and ENT coatings are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. 4 When installed in some corrosive environments,the Polyester finish may change color.This natural discoloration over time is not in itself an indication of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. — Form No. F051598 18.11 01 Rev 15.1 P65 wi Page 3 of 6 ® STANDARD/QUICK j RESPONSE EXTENDED �7 COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:tochsvcs@vikingcorp.com Sprinkler Thread Maximum Area Nominal Order Length Listings and Approvalss Base Part Size of Coverage2 K-Factor' Minimum Water Supply Increment (Refer also to Design Criteria Number' Width x Length Requirements= on page 109e.) NPT BSP' g U.S. I metric Inches mm cULuss FM TNYCI Quick Response Listings 10542U 1" See 16 ft.x 16 ft. 5.6 80.6 26 gpm @ 21.6 psi 1/4" 635 Al,A2 -- Al Footnote 9 (4 9 m x 4 9 m) (98.4 Umin @ 149 bar) 10542U 1" See 16 ft. x 18 ft. 5.6 80.6 29 gpm @ 26 8 psi 1/4" 6.35 Al,A2 — Al Footnote 9 (4.9 m x 5 5 m) (109 8 Umin @ 1.85 bar) Standard Response Listings 10542U 1" See 16 ft. x 20 ft. 5.6 80.6 32 gpm @ 32.7 psi 1/4" 6.35 Al,A2 -- Al Footnote 9 (4.9 m x 6 1 m) (121 1 Umin @ 2.25 bar) Approved Temperature Ratings Approved Finishes and"A" Dimensions A-155°F(68°C)and 175°F(79°C) 1 -Chrome or White Polyesters with"A"dimensions 3-1/4"to 47-1/2"(82.5 mm to 1,207 mm) 2-ENT'with"A"dimensions 3-1/4"to 47-1/2"(82.5 mm to 1,207 mm) Footnotes Part number shown is the base part number For complete part number,refer to current Viking price list schedule. 2 For areas of coverage smaller than shown,use the"Minimum Water Supply Requirement"for the next larger"Area of Coverage"listed for the sprinkler used.The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the"Minimum Water Supply Requirement" used. 3 K-Factor applies for standard lengths("A"Dimensions indicated above). "Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 6 This chart shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. 6 Listed by Underwriter's Laboratories for use in the U.S.and Canada.Listings are limited to Light-Hazard occupancies with smooth,flat,horizontal ceilings. 'Accepted for use,City of New York Department of Buildings, MEA Number 89-92-E,Vol. 15. 6 cULus Listed as corrosion resistant. 125 mm BSP threads available upon special request. Press the wrench onto the sprinkler wrench flats and turn slightly to ensure engage— ment with the wrench flats. 1 I i � IFSEprinkler Wrench 07565W/B)()( must be used for installing recessed dry sprinklers, ■sA 1/2' ratchet is required (Not available from Viking) Figure 2: Wrench 07565W/B for Adjustable Recessed Dry Horizontal Sidewall Sprinklers Form No. F_051598 18.11 01 Rev 15.1 P65 l Page 4 of 6 jJECSTANDARD/QUICK FRESPONSE EXTENDED ERAGE DRY HORIZONTAIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com For 'A' Dimension 1, Determine the distance from the face of the tee to the face of the finished wall, 2. Round to the nearest 1/4' (6,35 mm) between 3-1/4' and 47-1/2' (1,207 mm). Ceiling NOTE: The sprinkler will be recessed Wall approximately 5/16' (7.9 mm) with 5/8' horizontal adjust- ment available, 4' (102 mm) Minimum 6' (152 mm) Maximum A 1/2' (12.7 mm) • f 3-1/16" (77.8 mm) Minimum wall opening: i 2-1/8' (54 mm) diameter. i Maximum wall opening; 2-1/2' (63.5 mm) diameter, Available Adjustment 1-1/2 (38.1 mm) Minimum L5/16' (7.9 mm) Outward Adjustment 5/16' (7.9 mm) Inward Adjustment Figure 3: Adjustable Recessed Dry Horizontal Sidewall Sprinkler with the Model E-1 Escutcheon Top View-Dry HSW Sprinkler Side View-Sprinkler Cover 15610 Press the cover together until it snaps closed. O [[t6999 .u O lYd Sfl A 1 After the sprinkler is installed, carefully place the cover over the dry sprinkler as shown. NOTE: Remove the sprinkler clip and cover before placing the system in service! Figure 4: Dry Horizontal Sidewall Sprinkler Cover Part Number 15610 (Optional for temporary use with Viking Dry HSW Sprinklers until finish work is completed around the sprinkler.) Form No. F051598 18.11 01 Rev 15 1 P65 Page 5 of 6 ® STANDARD/QUICK RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com NOTE:When using CPVC fittings with Viking dry sprinklers,use only new Nibco Model 5012-S-BI tees.When selecting other CPVC fittings, contact Viking Technical Services. cULus Listing Reaulrements: Extended Coverage Dry Horizontal Sidewall Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for extended coverage horizontal sidewall spray sprinklers. • Limited to Light Hazard occupancies,with smooth,flat,horizontal ceilings only. • Minimum spacing:No sprinklers shall be located within the maximum protection area of any other sprinkler • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for extended coverage sidewall spray sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers.Also refer to page DRY1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Seal the clearance space around the sprinkler barrel to avoid leakage of air into the protected area and consequent formation of condensate around the sprinkler frame, which could inhibit operation or cause premature operation. Refer to Figure 6. If humidity and temperature ------------------- differential causes condensation on the exposed dry sprinkler ------------------- barrel, consider wrapping the exposed barrel with insulation, \Ceiling foam insulating tape, or equivalent. Install the 1' NPT threaded end 4' (102 mm) Minimum6' (152 mm) Maximum of the dry sidewall sprinkler into the 1' NPT outlet of n A malleable iron tee fitting per ANSI B 16.3 (Class 150) or cast ron threaded tee fitting per ANSI 16.4 (Class 125) only. 3-1/16' N (77.8 mm) Minimum wall opening sizes 2-1/8' (54 mm) diameter (Exposed Maximum wall opening size: Barrel) 2-1/2' (63 mm) diameter Available Adjustment Ambient xpose arre 1-1/2' (38.1 mm) minimum Ambient Temperature ❑uter Temperature 40'F/4•C 50•F/10'L 60'F/16•C Surface 5/16' (7 9 mm) outward of Protected Ex osed Minimum Barrel of the Area■ at th p Wall and inward adjustment Olscharge End Lengthmm Face of the of the Sprinkler Tee to the Outer Surface of the Wall wThe protected area refers to the area In.(mm) In.(mm) In.(mm) below the ceiling. 40•F (4•0 o 1 0 I 0 The ambient temperature is the temperature 30'F (-1•C) 0 0 0 at the discharge end of the sprinkler 20'F (-7'C) 4 (100) 0 0 For protected area temperatures that 10'F (-12'C) 8 (203) 1 (25,4) 0 occur between the values listed, use the 0'F (-18'C) 12 (305) 3 (76) 0 next cooler temperature -10'F (-23'0 14 (356) 4 (102) 1 (25.4) xxThe minimum required barrel length is not -20'F (-29'0 14 (356)6 (152) 3 (76) the same as the 'A' dimension. -30'F (-34'C)16 (406)8 (203)4 (102) Refer to Figure 3 for the 'A' dimension. -40'F (-40'0 18 (457)8 (203)4 (102) Exposed minimum barrel lengths are inclusive -50•F (-46•C)20 (508)10 (254 6 (152) up to 30 mph wind velocities. -60•F (-51'C)20 (508)10 (254 6 (152) Figure 5: Dry Horizontal Sidewall Sprinkler Required Minimum Barrel Length Based on Ambient Temperature in the Protected Area Form No. F_051598 18.11 01 Rev 15 1 P65 i Page 6of6 STANDARD/QUICK RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone:: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Seal Seal Cor equivalent method) 3F Clearance Opening Insulated ` Insulated Wall Wall Dry Sprinkler Seal on the Dry Sprinkler Seal `Within the Wall Exterior of the Wall Figure 6: Dry Sprinkler Seal Form No. F_051598 18.11 01 Rev 15 1 P65 Replaces Form No. F_051598 Rev 15 1 (Added P65 Warning.) Page 1 of 8 8 QUICK RESPONSE DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com 1. DESCRIPTION Viking Quick Response Dry Horizontal Sidewall Sprinklers are thermosensitive spray sprinklers suitable for use in areas subject to freezing. The sprinklers are designed for dry systems and preaction systems where it is necessary to prevent water or condensation from entering the drop nipple before sprinkler operation. They may also be installed in spaces subject to freezing and supplied from a wet system in an adjacent heated area. Viking Quick Response Dry HSW Sprinklers are available in various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indi- cated in the Approval Charts. (Note: FM Global has no approval classification for Polyester coatings as corrosion resistant.) NOTE: When installed in some corrosive environments, the Polyester finish may change color.This natural discoloration over time is not in itself an indi- cation of corrosion and should not be treated as such.All sprinklers installed For Light Hazard Occupancies Only in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. WARNING:Cancer and Reproductive Hann- 2. LISTINGS AND APPROVALS www.P66Wamings.ca.gov cULus Listed: Category VNIV FM Approved: Classes 2013 and 2015 NYC Approved: MEA 89-92-E, Volume 15 Refer to Approval Chart 1 and Design Criteria on page 106c for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page 106d for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1993. Minimum Operating Pressure 7 psi (0.5 bar) Maximum Working Pressure. 175 psi (12 bar). Factory tested pneumatically to 100 psi (6 89 bar) Thread size. 1" NPT or 25 mm BSP Nominal K-Factor 5.6 U S (80 6 metric*)for all listed and approved lengths. *Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to-65°F(-55°C) Covered by the following U S Patent numbers: 8,636,075 and 8,376,060 Viking Technical Data may be found on Material Standards: The Viking Corporation's Web site at Frame Casting: Brass UNS-C84400 http:/iwww.vikinggroupinc.com. Deflector Phosphor Bronze UNS-C51000 The Web site may include a more recent Bulb. Glass, nominal 3 mm diameter edition of this Technical Data Page. Belleville Spring Sealing Assembly- Nickel Alloy, coated on both sides with PTFE Tape j Compression Screw- Brass UNS-C36000 DL,11 U \' Pip Cap Brass UNS-C31400 or UNS-C31600DD Pip Cap Adapter Brass UNS-C36000 Orifice Copper UNS-C22000 or UNS-C11000 Tube. ERW Hydraulic Steel Tube Support(Internal): Stainless Steel UNS-S30400 Barrel: Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish Barrel End and Threads: QM Brass Sleeve(for Adjustable Standard style only): Brass UNS-C26000 or UNS-C26800 TOWNpF S0�7T:�� Escutcheon Materials: Adjustable Standard Dry Escutcheons. Brass UNS-C26000 or UNS-C26800 Recessed Dry Escutcheons. Cold Rolled Steel UNS-G10080 ENT Coated Adjustable and Recessed Escutcheons: Stainless Steel UNS-S30400 Ordering Information: (Also refer to the current Viking price list.) Order QR Dry HSW Sprinklers by first adding the appropriate suffix for the sprinkler finish,the appropriate suffix for the temperature rating, and then the suffix for the length("A"dimension)to sprinkler base part number Order in a specific length noted as the"A"dimension.The "A"dimension is the distance from the face of the fitting(tee)to the desired finished surface of the wall in which it is to be installed. Replaces Farm No F_031993 Rev 15 1 Form No. F_031993 18.11 01 Rev 15 1 P65 (Added P65 Warning.) I Iy Page 2 of 8 QUICK RESPONSE • DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com These sprinklers are listed and approved in lengths from 1-1/2"to 45-1/2"(38.1 mm to 1,156 mm)for the adjustable standard style, 3"to 47"(76.2 mm to 1,194 mm)for the plain barrel style,and 3-1/4"to 47-1/2"(82.5 mm to 1,207 mm)for the adjustable recessed style. Lengths exceeding the standard lengths are available,with no approvals,on a"made-to-order"basis: Recessed Dry HSW up to 65- 1/2"(1,664 mm).Adjustable Standard Dry HSW up to 63-1/2"(1,613 mm). Plain Barrel Dry HSW up to 65"(1,651 mm). Contact the manufacturer for more information. Finish Suffix: Brass=A, Chrome= F,White Polyester= M-/W, and ENT=JN Temperature Suffix: 155°F (68°C)= B, 175*F(79°C)= D, 200*F(93°C)= E, 286°F(141 °C)=G Escutcheon Suffix = Y for the adj. recessed sprinkler with the Model G-1 Escutcheon(no suffix needed for the Model E-1 Escutcheon). NOTE; Sprinkler is turned sideways For example, sprinkler VK182 with 1" NPT Threads, a Chrome finish, a 155 for clarity, (Refer to Figures 2-7 'F(68°C)temperature rating,the Model G-1 Escutcheon,and"A"length For correct deFlector orientation,) of 10" = Part No. 08386UFBY10 Protective-� Available Finishes And Temperature Ratings: Refer to Table 1 Sprinkler Accessories: (Also refer to the"Sprinkler Accessories"section.) Shield Sprinkler Wrenches: A. Standard Wrench: Part No. 07297W/B (available since 1991) kh B Wrench for recessed sprinklers:Part No.07565W/B**(available since 1991) **A'Y."ratchet is required(not available from Viking). Dry Sprnkler Protective Cover: Part No. 15610 Replacement Escutcheons: A.Adjustable Standard Dry Escutcheon: Base Part No. 08086F Wrenc B. Model E-1 Recessed Dry Escutcheon Cup: Base Part No. 05459A Flat 4. INSTALLATION Refer to appropriate NFPA Installation Standards. VIKING u 5. OPERATION _ 07297 O� During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the internal parts to open the water- way.Water flowing through the sprinkler orifice strikes the sprinkler deflector, Figure 1: forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Standard Sprinkler Wrench 07297W/B Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Quick Response Dry Horizontal Sidewall Sprinkler is available through a network of domestic and international distribu- tors. Ser;The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly rr Ordinary 155°F(68°C) 100°F(38°C) _ Red Intermediate 175°F 79°C) 150°F 65°C Yellow Intermediate 200°F 93°C 150°F 65°C Green High 286°F 141 °C 225°F 107°C _ Blue Sprinkler Finishes: Brass, Chrome,White Polyester, and ENT Corrosion-Resistant Coating3,4:White Polyester and ENT in all temperature ratings Footnotes The sprinkler temperature rating is stamped on the deflector 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 'The corrosion-resistant Polyester and ENT coatings have passed the standard corrosion test required by the approving agencies indi- cated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Note:These coatings are NOT corroodon proof.Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environment.Polyester and ENT coatings are applied to the exposed exterior surfaces only.Note that the spring is exposed on sprinklers with Polyester and ENT coatings. 4 When installed in some corrosive environments,the Polyester finish may change color.This natural discoloration over time is not in itself an indication of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. Form No. F031993 18.11 01 Rev 15 1 P65 Page 3 of 8 ® QUICK RESPONSE DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcsl@vikingcorp.com wwNote; A 1/2' ratchet is required. Sprinkler Wrench Part (Not avallable from Viking). No, 07565W/Bww for installing recessed —� dry sprinklers. - ---- -------------- - f-, _-_ r._---------------___ I " j - - - - �____________ 1_____. i______________f_____� Step 1: Carefully slide the Step 2: Press the wrench onto wrench sideways around the the sprinkler wrench flats and deflector and protective turn slightly to ensure engage- shield as shown, ment with the wrench flats. Figure 2: Wrench 07565W/B for Adjustable Recessed Dry Horizontal Sidewall Sprinklers For 'A' Dimension: 1. Determine the distance from the face of Deflector at NOTE: the tee to the finished face of the wall. Minimum Distance To locate the deflector 2. Round to the nearest 1/2' (12.7 mm) between Finished Ceiling From Wall at the minimum distance 1-1/2' (38.1 mm) and 45-1/2' (1,156 mm). from the wall, with no NOTE: The deflector will extend n roximatel Finished Wall adjustment available, PP Y order the standard dry 4-1/8' (104.8 mm) from the wall with 2' +/- 4' (102 mm) Minimum horizontal sidewall sprink- V (25.4 mm) horizontal adjustment avallable. 6' (152 mm) Maxi 3-1/8' ter 1' (25.4 mm) shorter A than the 'A' Dimension, (79.4 mm) Deflector at NOTE: 3-1116 Maximum Distance To locate the deflector (77.8 mm) From Wall at the maximum distance from the wall, with no adjustment avaltable, order the standard dry 5/8' (15.9 mm) horizontal sidewall sprink- Minimum wall opening I ler 1' (25.4 mm) longer diameter- 1-3/4' (44.5 mm). 5-1/8 than the 'A' Dimension. Sleeve diameter• (130.2 mm> Maximum wall opening 1-1/2' (38.1 mm). diameter: 2-1/4' (57 mm). 13/16' Sleeve finish matches At May be allowed up to 18' (457 mm) for certain (20.6 mm) finish of escutcheon. FM installations, Refer to the appropriate installation standards, including NEPA 13 and/or FM Loss Prevention Data Sheet 2-0. Figure 3: Adjustable Standard Dry Horizontal Sidewall Sprinkler Slot Deflector Slot Push and Rotate Sleeve 44-4— -) STEP 1, Align the slot in STEP 21 Push the rounded STEP 3- Pull the escutcheon STEP 4, Push and rotate STEP 5, To minimize the escutcheon with the end of the slot against the away from the near edge the escutcheon onto the visibility of the slot horizontal surface of near edge of the deflector. of the deflector. Move the sleeve. in the escutcheon, the deflector as shown. Push the far side of the near side of the escut- position the slot escutcheon past the deflec- cheon over the deflector at the top of the tor, toward the sleeve sprinkler sleeve Figure 4: Adjustable Standard Escutcheon Installation Folin No F_031993 18.11 01 Rev 15.1 P65 I Page 4 of 8 ® QUICK RESPONSE • DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Mi 49058 Telephone;; 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Sprinkler Base Thread Size Nominal Order Length Listings and Approvals• Part No.' SIN Style K-Factorz Increment (Refer also to Design Criteria on page 100e.) NPT BSP U.S. metric' Inches mm cULus` NYC` VdS LPCB (£ 08384U Adjustable 1" — 5.6 80.6 1/2" 12.7 Al,A5 Al -- — -- -- 16458U VK178 Standard — 25 mm -- 806 1/2" 12.7 Al,A5 — — — — -- 08386U Adjustable 1" — 5.6 806 1/4" 6.35 B2, B6 B2_ — -- -- — 16454U VK182 Recessed — 25 mm -- 80.6 1/4" 6.35 132, 136 — -- — — -- 08388U 1" -- �5,6 80.6 1/2" 12.7 A3 A4_ — — -- — 16456U VK174 Plain Barrel _ 25 mm 80.6 1/2" 1 12.7 A3 Approved Finishes and"A"Dimensions 1" - Chrome, or White Polyester' sprinkler with a Chrome, Brass, or White Polyester Sleeve and Escutcheon with"A"dimensions 1-1/2"to 45-1/2"(38.1 mm to 1,156 mm) Approved Temperature Ratings 2` - Chrome, or White Polyester' with "A" dimensions 3-1/4" to 47-1/2" (82.5 mm to 1,207 A- 155°F (613°C), 175°F (79°C), 200°F mm) (93°C),and 286°F(141 °C) 3-Chrome, Brass,White Polyester',or ENT'with"A"dimensions 3"to 47"(76.2 mm to 1,194 mm) B- 155 °F (68 °C), 175 °F (79 °C), and 4-Chrome or Brass with"A"dimensions 3"to 47"(76.2 mm to 1,194 mm) 200°F(93°C) 5-ENT'sprinkler with an ENT Sleeve and Escutcheon with"A"dimensions 1-1/2"to 45-1/2"(38.1 mm to 1,156 mm) 6-ENP with"A"dimensions 3-1/4"to 47-1/2" (82.5 mm to 1,207'mm) 'Brass Finish is listed and approved but not standard offering,lead times of 6-8 weeks required. (Matching Brass escutcheons are not available.) Footnotes Part number shown is the base part number For complete part number, refer to current Viking price list schedule. 2K-Factor applies for standard lengths("A"Dimensions indicated above). 3 Metric K-factor shown is for use when pressure is measured in bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. "This chart shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. 5 Listed by Underwriter's Laboratories for use in the U S. and Canada for Light Hazard occupancies only. 6Accepted for use,City of New York Department of Buildings, MEA Number 89-92-E,Vol. 15. 'cULus Listed as corrosion resistant. NOTE:When using CPVC fittings with Viking dry sprinklers,use only new Nibco Model 5012-S-BI tees.When selecting other CPVC fittings, contact Viking Technical Services. _ CULus Listinia Requirements: Quick Response Dry Horizontal Sidewall Sprinklers are cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edi- tion of NFPA'13 for standard spray sprinklers. • Limited to Light Hazard occupancies only • Protecl,ion areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. • Minimum spacing allowed is 6 ft.(1.8 m). • Deflector must be positioned between 4"and 6"(102 mm and 152 mm) below the ceiling. Keep the top of the deflector oriented parallel with the ceiling. • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for sidewali standard spray sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F-091699 -Care and Handling of Sprinklers.Also refer to page DRY1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, LPCB,APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Form No. F1331993 18.11 01 Rev 15 1 P65 r Page 5 of 8 QUICK RESPONSE DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Sprinkler Base SIN Style Thread Size Nominal K-Factoe Order Length Increment FM Approvals Part No." NPT BSP U.S. metric' Inches mm (Refer also to Design Criteria below.) 08384U 1" -- 5.6 80.6 1/2" 12.7 Al 16458U VK178 Adjustable Standard 25 mm 80.6 1/2" 12.7 Al 08386U 5 6 80.6 1/4" 6.35 B2 VK182 Adjustable Recessed 16454U -- 25 mm -- 80.6 1/4" 6.35 B2 08388U 5.6 80.6 1/2" 12.7 A3 16456U VK174 Plain Barrel 25 mm I _ 80.6 1/2" 12.7 A3 Approved Finishes and"A"Dimensions 1'-Bright Brass,Chrome,White Polyester,or ENT'with "A"dimensions 1-1/2"to 45-1/2"(38.1 Approved Temperature Ratings mm to 1,156 mm) A-155-F(68°C), 175°F(79°C),200-F(93°C), and 2'- Bright Brass,Chrome,White Polyester,or ENT'with"A"dimensions 3-1/4"to 47-1/2"(82.5 286°F(141 °C) mm to 1,207 mm) B-155-F(68°C), 175°F(79°C),and 200°F(93°C) 3- Brass,Bright Brass,Chrome,White Polyester,or ENT'"A"dimensions 3"to 47"(76.2 mm to 1,194 mm) 'Brass Finish is listed and approved but not standard offering,lead times of 6-8 weeks required. (Matching Brass escutcheons are not available.) Footnotes Part number shown is the base part number For complete part number, refer to current Viking price list schedule. z K-Factor applies for standard lengths("A"Dimensions indicated above). 3 Metric K-factor shown is for use when pressure is measured in bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0 This chart shows the FM Approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. 5 FM approved as corrosion resistant. NOTE:When using CPVC fittings with Viking dry sprinklers,use only new Nibco Model 5012-S-BI tees.When selecting other CPVC fittings, contact Viking Technical Services. FM ADDroval Requirements: The Dry HSW Sprinklers in the Approval Chart above are FM Approved as quick response Non-storage standard spray sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets(including 2-0)and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to:minimum water supply requirements,hydraulic design,ceiling slope and obstructions,minimum and maximum allowable spacing,and deflec- tor distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT.Always refer to Bulletin Form No.F_091699-Care and Handling of Sprinklers.Also refer to page DRY1-3 for general care,installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global,LPCB,APSAD,VdS or other simi- lar organizations,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Form No. F_031993 18.11 01 Rev 15.1 P65 I Page 6 of 8 QUICK RESPONSE DRY HORIZONTAL N4 IQW*i SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com For 'A' Dimension, 1. Determine the distance from the face of the tee to the face of the finished wall, 2. Round to the nearest 1/4' (6.35 mm) Ceiling between 3-1/4' (83 mm) and 47-1/2' (1,207 mm), NOTEI The sprinkler will be recessed approximately Wall 5/16' (7,9 mm) with 5/8' (16 mm) horizontal adjustment available. 4' (102 mm) Minimum (opening Maximumx5/8' (16 mm) 047 _rl (77.8 mm) L I II vl V1LMinimum waAl 2-1/8' (54mm) diameter, I I Maximum wall opening; 2-1/2' (63.5 mm) diameter, Available Adjustment 1-23/32' (43.7 mm) Minimum )K May be allowed up to 18' (457 mm) for certain 2-11/32' (59.5 mm) Maximum FM Installations. Refer to the appropriate installation standards, including NEPA 13 and/or FM Loss C7.9 mm) Outward Adjustment Prevention Data Sheet 2-0. 5/16' (7,9 mm) Inward Adjustment Figure 5: Adjustable Recessed Dry Horizontal Sidewall Sprinkler with the Model E-1 Escutcheon Side outlet of—,., Tee turned to req'd angle for For 'A' Dimension, slope of ceiling 1 1. Measure H Dimension from centerline of the face of the tee to the horizontal centerline Adjustable of the ,all opening. Adapter 2. Measure C Dimension from the centerline of Ring the Face of the tee to the finished wall q 3. Calculate 'A' Dimension using, A = V '+ L NOTES A Dimension will provide approximately 1/4' of adjustment In either direction. Dept , (27 m) I(3.2 nn) Adjustable I� Ceiling Outer Cup Deflector distance //-4-6' (102 to 152 mm) 4 r4v� be(ow the ceiling, ■ (66 mm) (102 nn) Minimum wall opening, When measuring for 2-5/8' (66 mm) diameter, ; the 'A' Dimension, 1_ Maximum wall opening, _ the exact deflector 3-3/4' (95 mm) diameter. y;;---Walk distance below the Gelling must be known, C— x May be allowed up to 18' (457 mm) t-/16• for certain FM Installations. Refer to (2 ^^) the appropriate Installation standards, Including NEPA 13 and/or FM Loss Prevention Data Sheet 2-0. Figure 6: Adjustable Recessed Dry Horizontal Sidewall Sprinkler with the Model G-1 Escutcheon Form No. F )31993 18.11 01 Rev 15.1 P65 Page 7 of 8 N41KJNG* QUICK RESPONSE DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com For 'A' Dimension; 1, Determine the distance Prop) the face of the tee to the base of the sprinkler, Ceiling 2, Round to next highest 1/2' (12.7 mm) increment, between 3' (76.2 mm) and Wall 47' (1,194 mm), 4' (102 mm) Minimum 6' (152 mm) Maximum)K A ' <51 mm)_ (51 mm 5/8' (16 mm) Outside diameter; 1-5/16'— (33.4 mm). (Same as 1' Do not exceed 6' (152 mm) (25 mm) Schedule 40 pipe, Do not recess wrench boss, x May be allowed up to 18' (457 mm) for certain FM installations. Refer to the appropriate installation standards, including NEPA 13 and/or FM Loss Prevention Data Sheet 2-0. Figure 7: Quick Response Plain Barrel Dry Horizontal Sidewall Sprinkler Top View-Dry HSW Sprinkler Side View-Sprinkler Cover 15610 NOTE. Shown with an Adjustable Standard Dry HSW Sprinkler The protective cover may also be used with the Adjustable Recessed Press the cover together or Plain Barrel style Dry HSW Sprinkler U—In until it snaps closed. -- 1,10 After the sprinkler is installed, t carefully place the cover over A 04 the dry sprinkler as shown. NOTE: Remove the sprinkler clip and cover before placing the system in servicel Figure 8: Dry Horizontal Sidewall Sprinkler Cover Part Number 15610(shown with an Adjustable Standard Dry HSW Sprinkler) (Optional for temporary use with Viking Dry HSW Sprinklers until finish work is completed around the sprinkler.) Form No. F_031993 18.11 01 Rev 15 1 P65 i Page 8of8 cI QUICK RESPONSE . DRY HORIZONTAL SIDEWALL SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com 5-1/8' (130.2 mm) Seal the clearance space around the sprinkler barrel to avold iii Maximum Leakage of air into the protected area and consequent formation of condensate around the sprinkler frame, which could inhibit -- operation or cause premature operation. Refer to Figure 10. If humidity and temperature --- NOTE: To locate the differential causes condensation IIIIIIII ________________--- , „ „ Deflector at deflector at the on the exposed dry sprinkler IIIIIIII " " From Wall Maximum Distance maximum ll, with from IIIIIIII ------------------- the wall, with no barrel, consider wrapping the II II I exposed barrel with insulation, jlljlljl 13/16' adjustment available, foam Insulating tape, or equivalent. IIIIIIII (206 mm) Ceiling order the standard IIIIIIII dry horizontal slde- Install the 1' NPT threaded IIIIIIII 4' (102 mm) Minimum wall sprinkler 1' end of the dry sldewall sprink- 6 (152 mm) Maximum■ longer than the 'A' ler into the 1' NPT outlet of liiliil Sleeve finish dimension. amalleable iron tee fitting per I I li I matches ANSI B 16.3 ("lass 150) or cast escutcheon iron threaded tee fitting per 3-1/16' Up to 2' (50.8 mm) ANSI 16.4 (Class 125) only, adjustment Is available. (77.8 mm) 5/8' Minimum wall opening: ii (15.9 mm) 3-1/8' diameter 1-3/4 (44.5 mm� „ „ (79.4 mm)-- Minimum Maximum wall opening Barrel> '' 1-1/2' „ , „ diameter: 2-1/4' (57 mm). (38.1 mm) „ „ :: NOTE To locate the „ „ ii deflector at the diameter _ minimum distance from Ambient Lxposed BarretOuter the wall, with no Ambient Temperature Surface adjustment available, Temperature 40•F/4-C50•F/10•C60'F/16'L of the Wall order the standard Protected Are Exposed Minimum Barret dry horizontal side- Q'mDischa at th Len thmlx Face of the " " " wall sprinkler 1' Discharge End 9 ii p of the Sprinkler Tee to the DUter „ „ „ Deflector at shorter than the Surface of the Wall n , „ Minimum DVstance •A' dimension. In.(mm) In.(mm) In.(mm) From Wall 40•F (4•0 0 1 0 1 0 30•F (-1•C) 0 1 0 1 0 xMay be allowed up to 18' (457 mm) for certain FM 20•F (-7•0 4 (100)1 0 1 0 installations. Refer to the appropriate instollation standards, 10•F (-12•C) 8 (203) 1 (25.4) 0 including NEPA 13 and/or FM Loss Prevention Data Sheet 2-0. C) 0•F (-18•0 12 (305) 3 (76) 0 xxThe protected area refers to the area below the ceiling, -10•F (-23•C)14 (356) 4 (102) 1 (25.4) The ambient temperature is the temperature at the discharge end of the sprinkler. -20'F <-29'C>14 (356)6 (152) 3 (76) For protected area temperatures that occur between the -30•F (-34•C)16<406)8 (203 4 (102) values listed, use the next cooler temperature. -40•F (-40•C)18 (457)8 (203)4 (102) wwwThe minimum required barrel length is not the same as the 'A' dimension, -50•F (-46•C)20 (508)10 (254 6 C152) Refer to Figures 3, 5, and 7 for the 'A' dimension. -60•F (-51'C)20 (508)l0 (254 6 (152) Exposed minimum barrel lengths are inclusive up to 30 mph wind velocities. Figure 9: Dry Horizontal Sidwall Sprinkler Required Minimum Barrel Length Based on Ambient Temperature in the Protected Area (Adjustable Standard Dry HSW Sprinkler is Shown) Seal +---- Seal 119F- (or, equivalent method) Insulated Wall Dry Sprinkler Seat on the Exterior of the Wall Dry Sprinkler Seal Within the Wall Figure 10: Dry Sprinkler Seal(Adjustable Standard Dry HSW Sprinkler is Shown) Replaces Form No F_031993 Rev 15 1 Form No F031993 18.11 01 Rev 15 1 P65 (Added P65 Warning.) ZLIRN,. Model 375A w S, Reduced Pressure Principle Assembly Application Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contaminated + water into the potable water supply.The Model 375A provides protection where a potential health hazard exists. Ideal for use where Lead-Free'valves are required. Standards Compliance • ASSEO Listed 1013 c ® "FNb1e1 • AWWA Compliant C511 (with gates only),and C550 (with NRS gates) Options(Suffixes can be combined) • IAPMO®Listed CSA®Certified ❑ - with flanged end NRS gate valves(standard) • • UL®Classified ❑ FSC - with epoxy coated Wye type strainer(flanged only) • C-UL®Classified ❑ G - with grooved end NRS gate valves • FM®Approved ❑ GF - with grooved inlet gate connection and flanged outlet gate connection • Approved by the Foundation for Cross Connection Control ❑ FG - with flanged inlet gate connection and grooved and Hydraulic Research at the University of Southern outlet gate connection California. ❑ L - less shut-off valves(grooved body connections) • NYC MEA 484-04-M ❑ MS - with Integral Relief Valve Monitor Switch • Meets the requirements of NSF/ANSI 61* ❑ OSY - with flanged end OS&Y gate valves (0.25%MAX.WEIGHTED AVERAGE LEAD CONTENT) ❑ OSYG- with grooved end OS&Y gate valves Materials ❑ PI - with Post Indicator gate valve Main valve body Ductile Iron ASTM A 536 ❑ BG - with grooved end butterfly valves with integral Access covers Ductile Iron ASTM A 536 ❑ supervisory switches Coatings NSF Approved electrostatic epoxy ❑ BF - with flanged end butterfly valves with integral finish Internals Stainless Steel,300 Series supervisory switches NORYLTM ❑ —509 - with AWWA C509 gate valves Fasteners&Springs Stainless Steel,300 Series Accessories Seal rings EPDM(FDA approved) ❑ Repair kit(rubber only) 0-rings Buna Nitrile(FDA approved) ❑ Thermal expansion tank(Model XT) Sensing line Stainless Steel,braided hose ❑ OS&Y Gate valve tamper switch(OSY-40) Features ❑ Air gap(Model AG) Sizes: 2 1/2"*,3"*,4",6",811, 10" ❑ Electronic Solenoid Timer(Model EST) Maximum working water pressure 175 PSI ❑ QT-SET Quick Test Fitting Set Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI MODEL End connections (Grooved for steel pipe) AWWA C606 375A with OSY (Flanged) ANSI 816.1 &FSC option E Class 125 "2 1/2&3"sizes use 4"body&reducer couplings a0o F Dimensions&Weights(do not include pkg.) H A 8� D C WEIGHT G--� MODEL wrtH wrrH MODEL 375A WITH NRS WITH OS&Y WITH NRS WITH OS&Y SIZE WITHOUT GATES GATES GATES GATES BtFi� BUIT�' 375A with C E GaT�s (GXF) (GXF) (GXG) (GXG) VALVES v(GXF) BG option (GXG) (GXF) In. mm @s. 44 lbs 87 lbs, 90 lbs 83 lbs 87 lbs. 63 14 68 F kg 21/2 65 97 44 191 87 199 90 183 83 191 87 139 63 149 68 3 80 96 43.5 211 96 217 98 201 91 207 94 141 64 154 70 Relief Valve A c D 4 100 83 38 227 103 237 108 201 91 211 96 131 59 153 69 6 150 136 62 356 162 372 169 326 1481 342 155 210 95 240 109 discharge port: Attention:Model 375A(grooved 8 200 3051 139 757 344 781 355 757 344 757 344 449 204 495 225 21/2"- 6' - 2.75 sq.in. body)and Model 375(flange body) 10 250 358 162 985 447 1043 473 863 391 921 418 574 260 632 287 S"-10"- 3.69 sq.in. have different lay lengths. DIMENSION(approximate) MODEL AEWITH e E E 375A A BUTTERFLY LESS GATE C D OS&Y OS&Y E WITH F G H SIZE VALVES OPEN CLOSED NRS GATE BLRTERFLY VALVES VALVES In. mm In. I mm in, I mm in. Imm In. imm in. I mm In, I mm In. mm In. mm M. I mm in- mm in. rmn im I mm 21/2 65 35 1/81 892 321/8 1 816 201/8 511 41/21114 71/41 184 16 3/81 416 137/8 352 113/8 289 81/4 210 11 279 451/4 1150 95/8 247 3 80_ 361/8 918 33 838 201/8 511 41/2 114 71/41 184 187/8 479 155/8 397 123/8 314 81/2 216 11 279 467/8 1191 95/8 247 4 100 381/4 972 331/4 845 1197/8 505 4 1/2 114 8 1 203 1223/4 578 18 1/4 464 14 3/4 375 9 229 11 279 53 3/8 1356 9 5/8 247 6 150 471/4 1200 40 1/4 1022 1257/8 657 5—1/27-1407 10 254 301/8 765 23 3 4 603 19 483 10 1/4 260 12 3/8 314 65 3/8 1661 13 330 8 200 62 1575 55 1397 1381/2 978 10 254 11 279 37 3/4 959 29 1/4 743 22 1/2 572 12 305 15 3/8 391 86 3/8 2194 17 5/16 440 10 250 645/6 1641 59 1499 38 1/2 978 10 254 12 305 45 3/4 1162 35 3/8 899 26 1/2 673 13 330 15 3/8 391 94 3/8 2398 17 1/8 435 Zurn Industries,LLC I Wilkins rD .H 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 e:10/18 In Canada ; Zurn Industries Limited cument No.BF-375A 3544 Nashua Drive,Mississauga,Ontario L4V 1 L2 Ph.905-405-8272,Fax 905-405-1292 duct No.Model 375A VjMrW.ZUrn'C*M Page 1 of 2 I Flow Characteristics O Raced Flow(established by approval agencies) MODEL 375A 2-1/2",3"(STANDARD&METRIC) FLOW RATE(Vs) 0.0 6.3 12.6 18.9 25.2 31.5 CL tS Van 0000MMIN 00.01.00. 21/2 (65mm) 103 Y y 10 O .......................... 3"(80mm) J J :: :: 34 M f/1 N Lu 0 0 Lu 0 100 200 a IL FLOW RATE(GPM) 300 400 500 MODEL 375A 4"&6"(STANDARD&METRIC) FLOW RATE(1/s) 0.0 25.2 50.5 75.7 100.9 H 15 103 4"(100mm) a vavi 6"(150mm) rn 10 69 rn O O W W U) 5 34 j N <n W <n rc 0 0 a a 0 400 800 1200 1600 FLOW RATE(GPM) MODEL 375A 8"&10"(STANDARD AND METRIC) FLOW RATE(1/s) _ 0 63.1 126.2 189.3 252.4 20 138 c CL 6"(200mm) 10"(250mm) x U) 15 103 in . O O m 10 69 w ca 5 34 rn W W CL 0 0 a 0 1000 2000 3000 4000 FLOW RATES(GPM) Typical Installation Capacity thru Schedule 40 Pipe(GPM) Local co Jes shall govern installation requirements. Unless Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec otherwis specified,the assembly shall be mounted at a mini- 2 1/2" 75 112 149 224 mum of 2"(305mm)and a maximum of 30"(762mm)above 3" 115 173 230 346 adequat i drains with sufficient side clearance for testing and 4" 198 298 397 595 maintenance.The installation shall be made so that no part 6" 450 675 900 1351 of the ur it can be submerged. 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 I PROTECTIVE I ENCLOSURE c I I I I I I \ o I I I � AIR GAPE '�MIN. �f`" W/DRAIN 30"MAX. 12"MIN. 30"MAX. - DIRECTION OF FLOW DIRECTION OF FLOW I DOOR INSTALLATION (375A with BG option) OUTDOOR INSTALLATION(375A with FSC option) Specifi tions The Re ced Pressure Principle Backflow Prevention Assembly shall be certified to NSF/ANSI 61,ASSE®Listed 1013,and supplied with full port gate valves.The main body and access cover shall be epoxy coated ductile iron(ASTM A 536),the seat ring and check valve shall be NORYLTm,the stem shall be stainless steel(ASTM A 276)and the seat disc elastomers shall be EPDIA.The checks and the relief valve shall be accessible for maintenance without removing the device from the line.The Reduced Pressure Principle Backflow Prevention Assembly shall be a ZURN WILKINS Model 375A. Zurn Indu 'es,LLC I Wilkins 1747 Com erre Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nas ua Drive,Mississauga,Ontario L4V 1 L2 Ph.905-405-8272,Fax 905-405-1292 www.z rn.accem Page 2 of 2 Suffolk County Dept of Labor,Licensing&Consumer Affairs PLUMBING LICENSE Name DANIELLE K SULGER Business Name STAT FIRE SPaNKLER 114C This certifies that the bearer is duly licensed License Number RP-47763 by the County of Suffolk Issued 08/03/2010 ` Commissioner Expires: 0810112020 Commissioner This license is the property of Suffolk County +: Department of Labor,Licensing&Consumer Affairs Possession of this license does not guarantee its validity Additional Business Name License Category RP7-FIRE SPRINKLER SYSTEMS T Show Receipt Detail Page 1 of 2 RECEIPT Suffolk County Government SUFFOLK COUNTY LABOR, LICENSING&CONSUMER AFFAIRS P.O. BOX 6100 HAUPPAUGE,NY 11788 James M Andrews Application:RP-47763 Application Type:ConsumerAffairs/Licenses/Restricted Plumbing/NA Address: Owner Name:STAT FIRE SPRINKLER INC Owner Address:889 S 2ND ST RONKONKOMA,NY 11779 Application Name: Receipt No, 147882 Payment M athod Ref Number Amount Paid Payment Date Cashier to Received Comments Check 6362 $20000 08/20/2018 CHRISTI1 Renewal Owner info,: STAT FIRE SPRINKLER INC 889 S 2ND ST RONKONKOMA,NY 11779 Work Descidption: https://ay.prod.county.suf/porticts/fee/receiptView,do?mode=view&autoPrint=false&recei... 8/20/2018 NE "TE Workers, CERTIFICATE OF INSURANCE COVERAGE Board under the NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Stat Fire Sprinkler Inc 889 South 2nd Street (631) 981-8000 Ronkonkoma, NY 11779 Work Location of insured(Only required if coverage Is specifically limited to 1 c.Federal Employer Identification Number of Insured or certain locations in New York Stare,fe.,wrap-up policy) Social Security Number 26-4586241 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) 'f TCWTh o'uti'O-75 C :•• Ro l:�e 2_ 3b.Policy Number of Entity Listed in Box"l a" 965091-0003 3c.Policy effective period 01/31/201 to 01/30/2020 4. Policy provides the following benefits: Q A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: El A.All Of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. [] B.Only the following class or classes Of employer's employees: Under penalty of pery'ury,i certify that I am an authorized representative or license t of the urance carrier referenced above and that the named Insured has NYS Disability and/or Paid Family Leave Benefits insurance coven s escribe ove. Date Signed_ April 12, 2019 By 7dAc% I (Signatureof insurance carrie s authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (- `+-I-2 Name and Title D= Sa r IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 53 is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART Z.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 5B of Part i has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits Insurance policies and NYS ticensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-17) IiOII�IIIUII�IIpIIaIIIpII�lUlll�! DB-120.1 09-17 Additional Instructions for Form 1313-120.1 By signing his form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Ben, fits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certific to holder in Box 2. The insura ce carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is celled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums at-cancel the policy or eliminate the insured from coverage indicated on this Certificate.(These notices my be sent by re ular mall.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensec agent,or until the policy expiration date listed in Box 3c,whichever is earlier This cerdfl to is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does nota nend,extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Noe: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the buss toss continues to be named on a permit,license or contract Issued by a certificate holder,the business must prov de that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage r other authorized proof that the business is complying with the mandatory coverage requirements of the New Y rk State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. S 1 8 (a) The h ad of a state or municipal department, board, commission or office authorized or required by law to issue any permit for r in connection with any work involving the employment of employees in employment as defined in this article, and not wi hstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment a disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all emp oyees has been secured as provided by this article.Nothing herein, however,shall be construed as creating any liabilit on the part of such state or municipal department,board,commission or office to pay any disability benefits to any such employee if so employed. (b)The he 3d of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for aI employee has been secured as provided by this article. D13-120.1 ( -17)Reverse ACo® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 04/12/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCERCover NAME:: ages Unlimited Transportation Writers Inc. PHONE (631)425-5111FAX (631)425-2477 A/C No Ext: FAX No 20 Broadhollow Road E-MAIL ADDRESS: Suite 1001A INSURER(S)AFFORDING COVERAGE NAIC A Melville NY 11747 INSURERA United Specialty Insurance Co 12537 INSURED INSURER B Crum&Forster Indemnity Co 31348 Stat Fire Sprinkler Inc INSURER Endurance American Specialty Ins Co 41718 889 South Second Street INSURER D North River Insurance Company 21105 INSURER E Arista/Guardian Life Insurance Ronkonkoma NY 11779 INSURER F. COVERAGES CERTIFICATE NUMBER: 19-20 Stat Sprinkler REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AUUL1bU13K1 POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000. CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 50,000. X CONTRACTUAL LIABILITY MED EXP(Any one person) $ 5,000. A X PRIMARY NON CONTRIBUTORY PSS1800433 08/08/2018 08/08/2019 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY ❑X PRO- PRODUCTS 2,000,000.JEF - OMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000. Ea acadent ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED 1337440401 07/20/2018 07/20/2019 BODILY INJURY(Per accident) s AUTOS ONLY X AUTOS X Per accidenHIRED NON-OWNED PROPERDAMAGE AUTOS ONLY X AUTOS ONLY TY t $ $ +AND UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000. EXCESS LIAB CLAIMS-MADE ELD30000155602 08/08/2018 08/08/2019 AGGREGATE $ 5,000,000. DED RETENTION$ $ RKERS COMPENSATION _ EMPLOYERS'LIABILITY YIN X STATUTE ER PROPRIETOR/PARTNER/EXECUTIVE 1,000,000. OFFICER/MEMBER EXCLUDED? ❑ NIA 408-736292-4 04/01/2019 04/01/2020 E.L.EACH ACCIDENT $ (Mandatory dand If yes,describe under oryin E.L DISEASE-FSI EMPLOYEE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000. DISABILITY E 965091-0003 03/10/2006 01/01/9999 STATUTORY DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured STAT FIRE SPINKLER INC 631981-8000 889 South Second Street Ronkonkoma,NY 11779 1c.NYS Unemployment Insurance Employer Registration Number of Insured 49-776492 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Secu certain locations in New York State,i.e.,a Wrap-Up Policy) Y Number 26-4586241 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) THE NORTH RIVER INSURANCE COMPANY Town of Southold 54375 Route 25 3b.PolicyNumber of EntityListed in Box"l a" Southold,NY 11971 408-73692-4 3c.Policy effective period 04/01/2019 to 04/01/2020 3d.The Proprietor,Partners or Executive Officers are E] included.(Only check box if all partnerstofficers included) QX all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers'Compensation Law (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2" The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever Is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by ROBERT CUBBIN (Print name of authorized relarsentative or licensed agent of insurance carrier) Approved by JIA (Signature) (Date) Title: PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier 631425-5111 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www wcb.ny gov Workers' Compensation Law Section 57. estriction on issue of permits and the entering into contracts unless compensation Is secured. 1. The he d of a state or municipal department, board, commission or office authorized or required by law to issue any permit r or in connection with any work involving the employment of employees in a hazardous employment defined by this hapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commic,sion or office to pay any compensation to any such employee if so employed. 2. The he d of a state or municipal department, board, commission or office authorized or required by law to enter into any coi tract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract,shall not ent r into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the c iair,that compensation for all employees has been secured as provided by this chapter. C-105.2(9-1 ) REVERSE "COMPLIANCE WITH 2013 N.F.P.A 13" SPRINKLERAL A - THE GENERAL TON N ALH.JS FORLFINALWINGS REVIEWILL ONCEETHEEYWARDED BECOMETAVAILABLEE _ KEYPkN. W 0 R K I N S T A L L A T 1 0 N C R I T E R I A 1) SPRINKLER SYSTEM SHALL BE DESIGNED AS PER IPPA 13,2013 AM LOCAL AUTHORITY HAVING JURISDICTION PLANS CONFORM TO N.F.P.A. 13, 2013 PROTECT ION TOSPROVIDEIA CERTIFITALLEDIATE STACOMPLIHE FI WITH 1. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF AREA TO BE PROVIDED WITH SPRINKLER REQUIREMENTS FOR BUILDING OCCUPANCY ALL SPRINKLERS NFPA & LOCAL AHJ CODE RFOUIREMENTS AND THAT ALL PROTECTION AND LOCATE EXISTING DUCT WORK WITHIN AREA THAT REQUIRE ADDITIONAL SPRINKLER PROTECTION SHALL HAVE THEIR DEFLE6TORS INSTALLED APPLICABLE TESTS HAVE BEEN CONDUCTED @ THE CLOSURE _ BELOW DUCTS DUE TO INTERFERENCE OF NORMAL SPRAY PATTERN OF SPRINKLER HEADS LOCATED AT UNDERSIDE 2) SPRINKLERS SHAD_BE INSTALLED N ALL CLOSETS AS PER NFPA 13,2013 SECIION 8.15.8.2 BELOW ROOF AND/OR CEILING ASSEMBLIES OF THE PROJECT OF FLOOR SLAB ABOVE. BETWEEN 8" & 12" MAXIMUM DEPENDING ON THE A 2" MAIN DRAIN TEST IS TO BE CONDUCTED AFTER THE TYPE OF ROOF AND/OR CEILfNG CONSTRUCT ICN HYDROSTATIC TEST APPROVED ENCLOSURE 2. SPRINKLER INSTALLATIONS SHALL BE COMPLETE WITH ALL FITTINGS PIPES, BRANCHES, TESTS, DRAINS AND 3) SPRINKLERS SHALL BE INSTALLED H ALL BATHROOMS(AS DEFINED BY NFPA CHAPTER 3)NEPA 13,2013,SECTION 8.15.8.1.1 CLASSIFICATION. AN INSPECTORS TEST REPORT IS ALSO TO BE SUBMITTED » LOW POINTS IN SYSTEM AND HANGERS. 4 ALL MAIERWS AND METHODS SHALL CONFIRM TO 1HE REQUIREMENTS OF NEPA 113,2013 THE UNSUPPORTED LENGTH BETWEEN THE END AFTER THE HYDROSTATIC TEST 24" M I N SPRINKLER AND THE LAST HANGER SHALL N01 CONTRACTOR TO PROVIDE TAMPER SWITCHES ON ALL BE MORE THAN 36" FOR 1" PIPE, OR 48" FOR FIRE PROTECTION CONTROL VALVES. WIRING BY OTHER 3. ALL PIPING AND EQUIPMENT SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDING STRUCTURE. S) 5) THIS SYSTEM PS BEEN HYDRAULICALLY CALCULATED PER THE DESIGN CRITERIA ABOVE;SEE PRINTED CALCULATION ALL ARMOVERS GREATER THAN 24" SHALL BE NO DRAFT CURTAINS OR ROOF VENTS TO BE INSTALLED HANGERS AND SUPPORTS SHALL BE SPECIFICALLY APPROVED FOR USE IN SPRINKLER SYSTEM. REPORT FORDEIALS. SUPPORTED BY A HANGER. WITHIN THE SPRINKLERED AREA'S. CPO IN EXPOSED AREAS OF CONSTRUCTION WITH UPRIGHT A. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF HANGER RODS IN REQUIRED 1" TO 4" PIPE TO BE SUPPORTED WITH 3/8' ALL SPRINKLER HEADS DUCT WORK AND OTHER OBSTRUCTIONS 6) STAT FRE SPRINKLER SCOPE OF WORK SHALL BEGINS AFTER THE 4 INCH FLANGE IN MOMENT BROUGHT N BY OTHERSLOCATIONS, PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND APPROVED. SHRTOD6ROPIPEDTO/BE SUPPORTEDSWITHIIS2' ALL OVER 48" IN WIDTH SHALL HAVE SPRINKLERS UNDER THEM 4• n s7) UNDERGROUND PIPING SHALL BE FLUSHED BEFORE ATTACHING INSTALLATION OF SYTEM VALVES AS PER NFPA 13,2013 SECTION THREAD ROD AND1/2" HANGERASSEMBLIES. HYDROSTATIC TEST OF OVERHEAD PIPING @ 4 UNDERGROUND PIPING B. NO SPRINKLER PIPING SHALL BE HUNG FROM THE PIPING OF OTHER TRADES OR DUCTWORK. 10.10.2.1 FIRE DEPARTMENT CONNECTION TO HAVE 200 P.S.I. FOR (2) HOURS. SPRINKLER HANGERS SHALL BE OF HEAVY CONSTRUCTION, SUITABLE FOR THE SIZE OF PIPE TO BE SUPPORTED. THREADS CONSISTENT WITH LOCAL FIRE CONTRACTOR TO NOTIFY FIRE MARSHAL. 48 HOURS 8) ALL PIPING FOR WET SYSTEM Y AND SMALLER TO BE SCHEDULE 40 AND 2Yt AND LARGER TO BE SCHEDULE 10 DEPARTMENT. FIRE DEPARTMENT CONNECTION IN ADVANCE TO TESTING. Ir 4. SPRINKLER HEADS HAVE BEEN LOCATED TO COMPLY WITH SPRINKLER CODE REQUIREMENTS AND ARE TO BE A MINIMUM OF 18" ANDA MAXIMUM OF COPY OF CONTRACTORS MATERIAL AND TEST BO 61 APPROXIMATE. 9) ALL PIPING 91ALL BE HYDROSrATICALLY TESTED PER NFPA 13,2013 SECTION 10.10.2.2 48" ABOVE GRADE. CERTIFICATE TO OWNER. IF HORIZONTAL OVERHEAD DOORS ARE PROVIDED, NOTA: 5. SPRINKLER HEADS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. 10) PROTECTION AGAINST FREEZING OF All.EXPOSED PIPING,SPRINKLERS AND VALVES IS THE RESPONSIBILITY OF THE SPRINKLER PROTECTION SHALL BE PROVIDED ABBREVIATIONS owe BOTH ABOVE AND BELOW THE DOORS 6. PROVIDE METAL WIRE GUARDS WHERE SPRINKLERS ARE SUBJECT TO DAMAGE, AND SPRINKLER HEADS BEFORE ANY SPRINKLER PIPING IS CONCEALED, LOCATED UNDER HVAC DUCTS IN MECHANICAL EQUIPMENT ROOMS WHEN LOCATED LOWER THAN 7'-0" A.F.F. 11) A WARNING SIGN,WITH MINIMUM 1/4'LETTERS SAH.BE AFFIXED WITH NON-WRROSNE FASTENERS ADJACENT TO THE SPRINKLER CONTRACTOR SHALL NOTIFY PAF- FLANGE ABOVE FINISH FLOOR RPZ PLAN DETA'L �4'RILK�0FIL 375A UP ETC. THE MAN SHUT OFF VALVE AND SHALL SERE THE FOLLOWING: THE FIRE DEPARTMENT 48 HOURS IN ADVANCE, I WARNING,THE WATER SYSTEM FOR THIS HOME SUPPLIES ARE SPRINKLER THAT REQUIRE CERTAIN FLOW AND SO THAT THE FIRE DEPARTMENT CAN INSPECT THE BO- BACKFLOW OUTLET BACKEOW ASSGCP (BY OTTER'') 7. ALL SPRINKLER HEADS THROUGHOUT THE FACILITY SHALL BE OF THE ORDINARY TEMPERATURE RATING PRESSURE TO FIGHT A FRE.DEVICES THAT RESTRICT THE FLOW OR DECREASE THE PRESSURE OR AUTOMATICALLY SYSTEMS PIPING FOR CONFORMANCE WITH BI- BACKFLOW INLET N.T.S. EXCEPT AS FOLLOWS: SHUT OFF THE WATER TO THE FIRE SPRINKLER SYSTEM,SUCH AS WATER SOFTENERS,FILTRATION SYSTEMS AND CODE STANDARDS. AUTOMATIC SHUT OFF VA-VES,9WL NOT BE ADDED TO THE SYSTEM WITHOUT RENEW OF THE FIRE SPRINKLER ALL PIPING 2" THRU 8" TO BE SCHEDULE 7 BLACK TOR- TOP OF RISER a. SPRINKLER HEADS IN SHOWERS SHALL BE OF INTERMEDIATE TEMPERATURE RATING (175' TO 225•). SYSTEM BY A FIRE PROTECTION SPECIALIST. STEEL PIPE WITH WELDED OUTLETS AND GROOVED BOR- BOTTOM OF RISER FITTINGS. ALL PIPING 1" THRU 1 1/2" TO BE SCHEDULE ABD- AUTOMATIC BAL DRIP b. SPRINKLER HEADS LOCATED CLOSE TO HEATERS, STEAM PIPING OR LOW-PRESSURE BLOW-OFF VALVE 12) THE SPRINKLER SYSTEM SHALL REWIRE A MINIMUM OF ROUGH INSPECTION(FOR VERIFICATION OF PIPING,HANGERS, 40 THREADABLE PIPE WITH CAST IRON THREADABLE FITTINGS. FDC- FIRE DEPARTMENT CONNECTION SCALCULATION DESIGN DENSITIES.WDR 516 SAMMY SCREW(2") SHALL BE OF THE TEMPERATURE RATING AS REQUIRED BY NFPA 13 HYDRO,ETC. AND A FINAL INSPECTION PRIOR TO OCCUPANCY.THE ERE INSPECTOR SHALL BE NOTIFIED N ADVANCE ALL VALVES ARE TO BE EQUIPPED WITH IDENTIFICATION DN- DOWN TEEL BEAM OF THE REQUESTED INSPECTION TAGS PER BOCA NBC SECTIONS 100.6 & 1004.6 AND -= C. ALL HEAT GENERATING EQUIPMENT WHICH CAN AFFECT THE TEMPERATURE RATING OF THE SPRINKLER NFPA 13, SECTION 3-9.4 [0-T PIPE ELEVATION HEADS SHALL BE CLEARLY IDENTIFIED ON THE SHOP DRAWINGS PRIOR TO SUBMISSION FOR APPROVAL. 13) THE HOME OWNER'S MANUAL INSTRUCTION SHALL BE PROVIDED TO THE OWNER PRIOR TO OCCUPANCY. THIS SYSTEM IS TO BE SUPERVISED. THE NETHOD OF SUPER- / APPROVED TYPE PIPE HANGER APPROVED ENCLOSURE 4" WILKINS MO'.:ELL 375A RPZ VIS3/8' A.T. ROD d. SPRINKLER HEADS IN SKYLIGHTS SHALL BE OF INTERMEDIATE TEMPERATURE RATING (175• TO 225'). 14) TEUIUATURE IN BUILDING SHAM BE KEPT ABOVE C THEION VVALVESSOPEN CISTUNACCEPTTABLEFIRE DEPARTMENT. LOCKING UG UNDERGROUND IT BACKFLOW PRE`'f'i-�, ER I THE LOCAL SWIVEL RING 8. SPRINKLER HEADS MINIMUM FLOW & MINIMUM PRESSURE REQUIREMENTS TO BE BASED ON HYDRAULIC WATER FLOW SWITCH - ELECTRICAL WIRING 15) DRY TYPE SPRINKLERS TO BE RNSTAIED N AREAS SUBJECTED TO FREEZING AND ALARM WIRING TO BE BY OTHERS. 9. ALL SPRINKLER HEAD FINISHES TO BE APPROVED BY OWNER. 16) MAXIMUN DISTANCE FROM DEFLECTOR TO UNDERSIDE OF CBUNG/DECK TO BE 12 INCHES AUXILIARY DRAINS ON ALL TRAPPED PIPING. 2" MAIN DRAIN - TO DISCHARGE OUTSIDE CR 10. CONTRACTOR TO COORDINATE CONNECTION OF NEW UNDERGROUND PIPING TO EXISTING WATER MAIN. 17) DISTANCE FROM UPRIGHT SPRINKLER TO HANGER TO BE NO LESS THAN 6 INCHES TO A DRAIN CAPABLE OF ACCEPTING THE hCW. NOTES TO THE OWNER PROVIDE ALL FLUSHING AND CLEANING PER LOCAL JURISDICTION REQUIREMENTS. HYDRAULIC PLACARDS - TO BE MOUNTED ON + 11. PRIVATE FIRE SERVICE MAINS AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 18) MINIMUM D67ANCE BETWEEN SPRINKLER TO BE 6'-0' THE RISER. THE SPRINKLER SYSTEM MUST BE MAINTAINED AND TESTED ( 31 24 AND THE REQUIREMENTS OF THE LOCAL JURISDICTION REQUIREMENTSSPARE HEAD CABINET WITH SPRINKLERS OF REGULARLY BY THE OWNER OR HIS AGENTS IN ACCORDANCE l\ 19) MAXIMUM DISTANCE BETWEEN SPRINKLERS TO BE 15'-0' EACH TYPE, AND WRENCH. WITH NFPA 25 REQUIREMENTS. HANGER NO. 1 12. ALL PROPOSED SPRINKLER HEADS ARE IN COMPLIANCE WITH NFPA 13 & ARE ACCEPTABLE TO BE BALL DRIP ON CHECK VALVE FOR FIRE DEPARTMENT CONNECTION THE OWNER IS TO MAINTAIN SUFFICIENT HEAT THROUGHOUT THE USED IN THE INDICATED AREA. 20)MINIMUM DISTANCE FROM SPRINKLER TO WALL TO BE 4 INCHES INSPECTORS TEST CONNECTION (IF REQUIREE 11 PREMISES TO PREVENT SYSTEM FREEZING. SAMMY SCREW 13. ALL PROPOSED SPRINKLER HEADS ARE IN COMPLIANCE WRH NEPA 13 REQUIREMENTS FOR POSITION, TO DISCHARGE OUTSIDE OR TO A DRAIN CARBLE THE OWNER IS TO INFORM TENANTS OF PROPER CARE NECESSARY LOCATION, SPACING D USE OF SPRINKLER HEADS 21) MAXIMUM DISTANCE FROM WALL TO SPRINKLER TO K Y-6' OF ACCEPTING THE FLOk SIGHT GLASS AS REO'. TO MAINTAIN THE SYSTEM. z N.T.S. IT IS THE INTENT OF THESE NOTES AND DRAWINGS IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, — 14. FIRE PUMP/VALVE ROOM MUST BE HEATED AT ALL TIME. TO COMPLY WITH ALL APPLICABLE PAMPHLETS OF THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. N.F.P.A. AND BOCA ALL OF WHICH ARE AS FULLY A PART OF THIS DRAWfNG AS IF HEREIN SET CUT RE-ENFORCED VERBATIM ATTOR, IF NOT ATTACHED, AS IF HERETO 0 12" MIN. AIR GAP O ACHED CONCRETE PAD 30" MAX. WITH DRAIN ALL PIPING TO BE PITCHED PER NFPA13 pJt 0 SP4.� O fLJ (_0 - �2' fff�!lIJJJJ '_ TOP BEAM-P SEPT EI /r/ -.-I 1— 2" MIN. 77­7 18"TO 36" ✓Err/r ///r PLATE MARKED rrr/ rr//r a RZP SECTION DETAIL , a ALL THREAD Roo AUTO SPKR FIRE DEPT. CONN. N.T.S. GRADE 3" MIN. r rr A *LI " / r l 4 UNDERGROUND SUPPLY HANGER RING SIAMESE NOTE Gal RESIDENTIAL FIRE DEPT. CONNECTION SHALL BE ON A STREET FRONT OF THEBLDG. ACCESSIBLE FOR FIRE DEPARTMENT USE WITH OUT A POTENTIALHANGER NO. 1 HAZARD.TOP BEAM CLAMP 1 X PLAN)ARMOR I-- (SEE PLAN) FIRE DEPT. CONNECTION TYPICAL HANGER TYPICAL HANGER 16" BARREL / NO SCALE NO SCALE 1" TEE W/ PLU� TYPICAL RECESSED SIDEWALL 1 1 -- SAMMY Screw Rod 1 -- All Thread Rod SPRINKLER DETAIL ,tI 1 -- Ring 1 -- Ring SCALE:NOT SCALE 1"X 0'-2" NIPPLE TI 1 -- Sammy SWG WATER FLOW AND TAMPER SWITCH 3" CHECK VALVE TOR VERTICAL WOOD SAMMY SCREW SIDEWINDER WOOD SAMMY SCREW0-(SEE PROP) SHALL BE INTERCONNECTED INTO 1'-11£-GST 10 1' -SWG 10 THE BUILDING FIRE ALARM SYSTEM 2'-3' -GST 20 1N-2' -SWG 20 BRANCHLINE ALL WIRING AND APPROVALS BY 3" TO SPRINKLER 4'UP -GST 25 214'UP-SWG 25 ALARM CONTRACTOR. °o° SYSTEM "'"°°E`""°"`R"'°"a"R"'"r""'Fs' DETAIL NOTES X 1/2" R.C. 7 FLOW SWITCH � � r o sP"I"kir R HEAD c;unao QQ ALL UPRIGHT SPRINKLERS 91ALL RAVE THEIR xr NnM DEFLECTORS INSTALLED PER NFPA 13,2013 o �sR""°nP-1I TVO010KRESP°"SP CHROME DRY SIDEWALL HEAD P�.,tiS UPRIC.1li SPRINHI f R o I�o o I�o P OO PIPE DIAMETERS 1'THRU 2'TO BE /,-x yr REDUCER PIPE DIAMETERS 2-1/2'THRL�4-TO I - --"CONCEALED W/ ESCT. SCHEDULE 10 DRY SIDEWALL SPRINKLER DETAIL PIPING FOR BRANCH LINES PIPING FOR MAINS 1'PIPPNIPPIE SUSPENDED Cl;LING ELECTRIC BELL­ ELL 4" VIKING MODEL E-1 ""''"'VARY' 'p1 RISER CHECK VALVE 1" to 2" 2 to 8" /P :MRO EDTHREADED TY P. R E�•'_�R N BEND ASSEMBLY ® Sch. #40 0 Sch. #40 4" BUTTERFLY VALVE Sch. #10 ®Sch. #10 W/TAMPER SWITCH 2" MAIN DRAIN "RANRIRPM,„R ISA GINS D B.L.T./ XL B.L.T./ XL SPRINuIER NAIN PIfIN' _ Na. ",ALE DESCRIP110N Dyna—Trd Dyna—Flo BRASS UPRIGHT SPRINKLER -- ---�--� `-1— — -- 0 E� Dyna—Flo BlaseMaster (�s & 3") SCALE:NO TO SCALE ALL SPACES BETWEEN PIPES AN CE Ill SLEEVES SHALL BE PACKED FULL E:1 W.L.S. DEPTH WITH MINERAL WOOL OR OTHER ' F-6HEAD BOX E] CPVC (3/4"to 2") EQUALLY FIRE RESISTIVE MATERIAL 3x2Y2 SINGLE FD 11 W HEAD WRENCH (FIBERGLASS SHALL NOT BE USED). CONNECTION. THREADS ALL FITTINGS TO BE UL/FM APPROVED SLEEVE CLEARANCE SHALL NOT TO MATCH FD THREAD BLASEMASTER MEA #43488-M (Pipe & Fittings) EXCEED 1/2" BETWEEN PIPE AND TYPE SLEEVE. PREFER.FROM REMOTE 4" FIRE SERVICE BRANCH UNE UNDERGROUND SUPPLY DRAIN DISCHARGE OUTSIDE 3 FROM CONCRETE VAULT PRE SRI!V!CUR C1R(TPALTOR: (SPLASH BLOCK T0� FINISH ESCUTHEON PLATE FLUS ' INSTALLED) <. AGAINST WALL. SIZE TO COMPLETELY e. 1'LEST VA.IN-- opo ;�_... . �1 ) UG COVER OPENING. AccEsslD E LocArloN AUTOMATIC BALL DRIP BOR M.7. 90 ELL c CONCRETE ANCHOR A THRUST BLOCK 3/8" HILTI DROP-IN MAX D I STANCE BETWEEN HANGERS � ��� „ ALL THREAD ROD ,:> 45'EL W/CORROSION ,E rr i' (LENGTH NOTED) NOMINAL PIPE SIZE (IN.) PIPE OUTLET EQ.M SPRINKLER S RISER DETAIL 1" 1-1/4" 1-1/2" z" 2-1/2" 3" 4' 131 West 35th Street 8th 889 South 2nd Street ADN. SWIVEL MAX FT. PIPE SLEEVE Floor N,-.w York, NY 10001 Ronkonkoma, N.Y. 11779 NO SCALE INSTALL UNDERGROUND AS PER PIPE RING, NFPA13 BETWEEN 4a 2-0 1 2-0 1 5-0 1 s-❑ 1 s-❑ 1 s-❑ 1 s-❑ (212)-706-6032 (631)981-8000 SCHN.F.P.A.#24 AND WATER COMPANY MAX FT. PIPE AND INSULATION TO BE License 1051-B REQUIREMENTS SCHE1 a 2-❑ 1 2-❑ 1 2-❑ 1 2-❑ 1 2-❑ 1 2-❑ 1 2-❑ CENTERED IN SLEEVE- DO NOT FALL OR PARTITION I SUPPORT PIPE FROM SLEEVE. > _ A DANIELLE SULGER- N.C.F.M LIC# 2011SPLOO673 HANGER No. 05 ( GREG SULGER- C.O.F INSTALLATION 120006643 NTS " Email: receptionist@statfs.com DETAIL OF PIPING THRU WET PIPE SYSTEM TEST CONNECTION FIRE RATED WAIL RE SPRINKLER ENGINEER,: N.T.S. Ken Horan, P.E. 891 South Second Street Ronkonkoma, New York 11779 631-981-8497 _. ARCHITECT: ROBERT J. GRUBER ARCHITECT :,- ,- �,� � � 476 EXPRESSWAY DRIVE SOUTH ALVAHS LANE MEDFORD, NY 11763 RIVE �^`/�� /�41 �^ TEL (631) 654-4949 f,A LU ".4•; CONTRACTOR: r Il 1 r,` ANTHONY SANNINO `"A'' '` )� "' 7490 ALVAHS LANE CUTCHOGUE, NY 11935 TEL (631) 767-1751 EMAIL: TONYMN01@GMAIL.COM ADJACENT PROPERTIES .,ol� Ate% ^c EXISTING CITY MAIN -•^- - aWN1E. ANTHONY SMNINO 3x2 Y SINGLE FD CONNECTION.THREADS 490 ALVAHS LME FIRE MARSHAL'S USE ONLY TO MATCH FD THREAD CUTCHOGUE, NY 11935 ( �\ � TYPE 4"FIRE SERVICE -(d-, UNDERGROUND EMAIL: TO631)NYNN01@GMNL.COM _ ELECTRIC BELL SUPPLY HOT BOX WITH RPZ / BACKFLOW —4CURB BOX PROJECT ADDRESS: D E� ` '•.a�� (SEE DETAIL THIS 00 PROVIDED BY CITY OF SHEET) I .� CUTCFROM OGUECURB)(r-0•• 15975 COUNTY ROUTE 48 W FROM CURB) SANNINO VINEYARD IO XCUTCHOGUE, NY 11935 r AREA OF WORK 15975 CR 48 }�. DRAWING TLE - CUTCHOGUE, NY 11935Z T01V`r OF S0"v i`i SPRINIC ER NOTES NL GETALS SEAL 8 SIGNATURE ATE:04-15-19 PROJECT:SANNINO VINEYARD DRAWN Bf:F.MCKFNI SECTION:1000 CHECK : G. Ry If DRAWING SCALE:N.T.S. BLOCK:101-1 PB_NO: LOT:14.8 DRAWING NO: SP-001.00 PLOT PLAN FIREHYDRANTREIT N.T.S. (��f' IT IS A VIOLATION OF ARTICLE 145 OF THE EDUCATION LAW OF THE STATE OF y� NEW YORK FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER TO ALTER ANY REM ON THIS DRAWING AND/OR IN THE DOB JOB III: RELATED SPECIFICATION IN ANY WAY. IF ANY SUCH ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION TOGETHER WITH A SPECIFIC DESCRIPTION OF THE ALTERATION. *COMPLIANCE WITH 2013 N.F.P.A 13* KEY PUN: 1 3"RISER UP TO 2ND FLOOR&DOWN [10-0 BASEMENT 3-511 2 2 2 12-0 12-0 2-9 x I I O X fl 1 g l NS NOME 1 RETAIL AREA N 1 14-0] �� [14-0] �W M`tO` IL)� -oTOILE `moLIJo `0 o O o C 1M 1Yd 1 1 1A 1 311 I 3"RISER UP FROM NOTES: I BASEMENT o N W ai I -0 PIPE SLOPE 8-0 PIPE SLOPE UP I N co 1--1 a a a N10 M C> a a C> LO n 2 COVERED X t N ' =------------ ----t-----11- CRUSH PAD 7 NINE - PRODUGTION - t2-o -4th N AREA 3'-4 9_0 ] I OPEN TO BELOW NINE N 4_ 1-10^ I I 10 2 a 5-1h 6-10 a -7 N m m m m TASTING I—I PIPE SLOPE UP �I,^N wi wi � 1 vV' . r, r- AREA o I� ( Uj o I I ° ° 1 � v ^�v 1N a, o v, rn X 1 c [14-0 c - x Q' y I I a a ( { 1- 1 2 2 j^ w I n I a OFFICE a �3�5 12-0 1 - it V M PIPES OPE UP v I v 'n m m / 1� N n Ito 0-10 —1 o m o m m�o 2 2 / /2 _ / 2 F) 2�Ma 2 ^M 2 C a REMOTE AREA 1 3=3 F5� 9 ] 13 z 2ND FLOOR SPRINKLER PLAN 2-5 12-0 12-0 1-7 1 0 n ORDINARY HAZARD #1 /�� 2%2'�ISER�wN �N �' .15 GPM/ 1025 SQ. FT. N LO / / / /FROM ABOVE. / / N SCALE:3/16"=1'-0" F4 F3 / F9 I 2 Y2"RISER DOWN 11 SPRINKLER OPERATING ' tt� t O ltd 130 SQ. FT. MAX COVERAGE PER a-ith. 10-0 to=0 4-t SPRINKLER I IPESLOPEUP / / / / PIPE�YOPEUP/ Sprinkler Head Schedule HOSE DEMAND-250 0 - / IINNE / l / Symbol Count Thread K-Factor Description Noe a Cy / AR A EmoATION . / / N r / I I 1 1/2" 5.6 VK462 1/2 QR 155 B CC CONCEALED PRINKLER / U / / Z / HYDRAULICALLY CALCUTAIED SSIFM Ldditioral Calculation Infomlat9n; 0 6 1/2" 5.6 VK300 1/2 QR 155 B UP UPRIGHT PRINKLR / r �/ P 1 / 1 Fi0 1 F11 1)$O This system as shorn on SEAT FIRE SPRINKLER INC Design Area ID 1 7 = Total Number Of Heads This Floor company print number SUCATIO.00 dated 04-15-19 System Type: WET i 4-lYe0-0 / / / 10-0 4-1 for.IST FlAOR-WINE[EDUCATION AREA Number of Sprinklers: 11 MLOPE UP / / ' PIPE SPE UP / N of:SANNINO VINEYARD Blow SuI /� / / at 15975 COUNTY ROUTE 48,CUTCHCCIJ,NY 11935 Overhead Sprinklers: 236.79 gpm 41V-t) I rdh canhocl number: In-Rack Sprinklers N/A Spm o is designed to discharge at a rate of .15 gpm/ft over Inde Hoses: 0 qpm Zflan area of 1025 N`Shen supplied idh ruler at a rate of Outs de Hoses 250 gan 9 236.79 gpm at 46.04 psi at the base of the 011ier Fixed Flows: 9Pm — 1"INSPECTOR TEST& / riser.Hose stream allowance's 250 gpm Total of All Flows: 485.79 gpm DRAIN CONNECTION occupancy ClassrcaBon:ORDINARY WM it Commodity gastion: ifica (INSTALLED AT 7'-0" Storage Anongement Pressure Summa y MAX AFF) MoAmmn Storage Height: Pressure Available from Suppe 65.27 psi Notes Pressure Required from System: 58.94 psi Surplus Pressure(Safely): 6.33psi ,IST FLOOR SPRINKLER PLAN Maximum Velocity: 13.93 ft/m/sec L� SCALE:3/16"=1'-0" Dry/Pmdmn System Volume: N/A gal Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note Q 2 1/2" 5.6 VK462 1/2 QR 155 B CC CONCEALED SPRINKLER 0 28 1/2" 5.6 VK300 1/2 QR 155 B UP UPRIGHT SPRINKLR .4 7 1/2" 5.6 VK305 1/2 OR 155 B HSW SIDEWALL SPRINKLER aX 3 1" 5.6 VK188 1/2 Q-3.25 175 CE HSWR DRY EXTENDED COVERAGE SIDEWALL SPRINKLER 5.6 VK174 1/2 Q-3.00 175 CE HSW DRY SIDEWALL 41 = Total Number of Heads This Floor RensroNs NO. DATE DESCRIPTION FIRE SFT NKLER CONTRACTOR I M I I I i � i+"`Yi LG3.C�i3�G 1 SII i .7 o 00 131 West 35th Street 8th 889 South 2nd Street 6"FIRE SERVICE j / UNDERGROUND I Floor New York, NY 10001 Ronkonkoma, N.Y. 11179 SUPPLY _ _ p (212)-106-6032 (631) 981-8000 1•ix .4«,;a.'Y nn':e` :t. ;;; "wcwx.'.:° •v6..: xk' rn L :�' r.+ar ;' 4w: Ih r.g,n. 4 License # 1051-8 ' .ii e i y�"�'i+',•.il'ia,,F'..,H.',1,i .:l�t�. ..,�m.,vl"N%, ^,3':t a: t. ,S'ed�• ,}. +iii._�.,.'i:..��'41(.�. �v':e..`d.,' rK;< — SEE RISER DETAIL ON -... -... .'f2:-,-• .,Y,� � , k - - - SP-001.00 FOR MOREO %' ,� �:�,•�...�.:�,t��,rY �1,.��..�.,,.. / ,,,,,>. ,,.ae;5;1, :..'leu-�,.,:.,. �"5�G'r'.,a,.. zf� at.,_, - - - DANIELLE SULGER- N.C.F.M LIC# 2011SPLOO673 INFORMATION o ^�} °a 1 GREG SULGER- C.O.F INSTALLATION # 20006643 F — — — — — — — "' L — — — — — — — — + +`� `� s_6 " TOR BOR 6 w� �`� — — 1 i k Email: receptionist@statfs.com 00 \QO JQ1 o JQ1 �. JQ1`�' o �Q ^y O � � , , ', RE SPRINKLER ENGINEER: - - - - , n 1 ' I `�1 Ken Horan, P.E. 6 8 3-8 6-1 2-5 10-11 � 1 I I :` / a� 891 South Second Street x 8-5 ] x x 8 5 ] 316 ! o [ 8-5 o n6-11 I Ronkonkoma, New York 11779 I 1 ^�' 4'-10"--I 5-a I ,a - 631-981-8497 l - -F -L _ � — —� I — ^ ' — � � BUILDING SECTION F — — � ao � o0 n SCALE:3/16"=1'-0" �cH�cr: I I ROBERT J. GRUBER ARCHITECT I I 476 EXPRESSWAY DRIVE SOUTH o n 11 MEDFORD, NY 11763 3-8 f-1 I I I �-; -- -. TEL' (631) 654-4949 co LJ I r7 1-r-T o aao I o �' o I I r k0 . f�,` - CONTRACTOR I � { y ANTHONY SANNINO cm� 7490 ALVAHS LANE F — — — — — — — — CUTCHOGUE, NY 11935 L — — — — — - - - - — r> osm er •eat _ _ _ r t"1 r' '`/ k� w iN 1 - TEL (631) 767-1751 3-8 >� z EMAIL: TONYVINOI�GMAILCOM BASEMENT SPRINKLER PLAN E3A5EMENT OWNER: SCALE:3/16"=1'-0" 4-0 o eTORASe7rECA4 IC o I o o 74 0 Ar SA NIIIN'O -�' I a Cl I a I I FIRE MARSHAL'S USE ON - - CUTCHOGUE, NY 11935 Sprinkler Head Schedule 5'-o" 3'-6" TEL: (631) 767-1751 P I I EMAIL: TONYVINO10GMAILCOM Symbol Count Thread K-Factor Description Note I L -I PROJECT ADDRESS:0 31 1/2" 5.6 VK300 1/2 QR 155 B UP UPRIGHT SPRINKLR n n I n n SANNINO VINEYARD 31 = Total Number of Heads This Floor xr CY' 0 0 0 (0 o � 15975 COUNTY ROUTE 48 o 0 1 o xr o CUTCHOGUE, NY 11935 DRAWING T!iLE: 0--T 0 r EASEMENT,IST dr 2ND FLOOR 4'-0"A 1 0 SPRINKLER PUN T J SEAL d SIGNATURE ATE:04-15-19 PROJECT:SANNINO VINEYARD DRAWN BY:F.MCKENIEY CHECK l3t, G.SLQB UP FREIGHT DRAWING SCALE 3116"--IW LIFT JOB No- DRAWING NO: sP-taD.oD CAD RER :ar: IT IS A VIOLATION OF ARTICLE 145 OF THE EDUCATION LAW OF THE STATE OF NEW YORK FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER TO ALTER ANY REM ON THIS DRAWING AND/OR IN THE DOB JOB#; RELATED SPECIFICATION IN ANY WAY. IF ANY SUCH ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION TOGETHER WITH A SPECIFIC DESCRIPTION OF THE ALTERATION. I�44:WN CUSTOM INDUSTRIAL Mrao PRODUCTS1 PM Series Vertical Material Lift Owner's Manual For Reference Only r PLEASE NOTE: THE ILL USTRA TIONS IN THIS MANUAL ARE NOT TO SCALE OR DETAIL AND ARE FOR REFERENCE ONLY SERIAL NUMBER 2067-173-63A1906A CUSTOM OCP INDUSTRIAL INDUSTRIAL PRODUCTS DIVISION PRODUCTS, INC 360 East Drive ww.customindprod.com Melbourne, FL 32904 w ADDENDUM TO OWNERS/MAINTENANCE MANUALS 02 February, 2009 Loss of Power Recovery Units equipped with the Intelitroll Tm 3000 Series control panels shipped after 01 February, 2009 have an Auto-Home function when first powered up or recovering from a loss of power. If the carriage is not in contact with a Level Position Switch or a Slow-Zone Switch to positively indicate the current position of the carriage, when power is restored to the unit the controller will set the Auto-Home function. With the unit in the Auto-Home mode and the operator pressing any of the Call pushbuttons, the unit will travel to the lower level regardless of which level the unit is called to. The unit will move in the low speed mode to home itself at the lower level. Once homed to the lower level the unit will revert to normal operation, no additional reset is required. MATERIAL HANDLING SOLUTIONS 4- MATERIAL LIFTS(VRC'S) 4,VERTICAL LIFTS&LIFT SYSTEMS (800)699-2212 ❖ (321)728-3355 ❖ FAX(321)728-3352 ❖ sales@customindprod.com ❖ http://www.customindprod.com TABLE OF CONTENTS 1 Introduction..........................................................................................................................................................................3 1.1 General Lift Description...............................................................................................................................................3 1.2 Lift/Platform Images.....................................................................................................................................................4 2 Owner/Operator Responsibilities.........................................................................................................................................6 2.1 Installation....................................................................................................................................................................6 2.2 Inspection, Maintenance and Repairs...........................................................................................................................6 2.3 Removal from Service..................................................................................................................................................6 2.4 Operators......................................................................................................................................................................6 2.5 Modifications or Alterations.........................................................................................................................................7 3 Operating Safety..................................................................................................................................................................7 4 Operating Modes..................................................................................................................................................................9 4.1 Basic Operations...........................................................................................................................................................9 4.2 Operator Controls.........................................................................................................................................................9 4.3 Automatic Mode...........................................................................................................................................................9 4.4 Manual Mode..............................................................................................................................................................10 4.5 Maintenance Mode.....................................................................................................................................................10 4.6 Stopping the Unit........................................................................................................................................................ 12 4.7 Safety Devices............................................................................................................................................................12 4.8 Drive Header Detail Images....................................................................................................................................... 13 4.9 Trouble Shooting........................................................................................................................................................ 14 5 Replacement Parts..............................................................................................................................................................15 6 Mechanical Installation......................................................................................................................................................16 6.1 General Installation..................................................................................................................................................... 16 6.2 Installation in Open Areas..........................................................................................................................................16 7 Electrical Installation......................................................................................................................................................... 18 7.1 Incoming Power Requirements...................................................................................................................................18 7.2 Disconnect and Over-Current Requirements.............................................................................................................. 18 7.3 Electrical Disconnect Mounting.................................................................................................................................18 7.4 Connecting the Sections ........................................................................................................................................... .19 8 Start-Up and Check-Out Procedures..................................................................................................................................21 8.1 Mechanical...................................... ..........................................................................................................................21 8.2 Electrical.....................................................................................................................................................................21 9 Testing Procedures.............................................................................................................................................................22 9.1 General Check-Out and Initial Start-Up.....................................................................................................................22 9.2 Emergency Stop Test..................................................................................................................................................22 9.3 Slack Cable Test.........................................................................................................................................................22 9.4 Over-Travel Test................................................................................................................................... .....................22 9.5 Position Switch Setting...............................................................................................................................................23 10 Inspections and Maintenance...........................................................................................................................................23 11 Trouble Shooting.............................................................................................................................................................23 11.1 Operation..................................................................................................................................................................23 11.2 Component Layout Images.......................................................................................................................................23 11.3 Component Descriptions ..........................................................................................................................................25 11.4 Other Electrical Components:...................................................................................................................................26 11.5 Optional Devices................................ ..... .............................................................................................................28 11.6 Detailed Sequence of Operation...............................................................................................................................28 11.7 Operator Indicators...................................................................................................................................................29 11.8 Basic Troubleshooting..............................................................................................................................................30 11.9 Advanced Troubleshooting.......................................................................................................................................30 12 Limited Warranty.............................................................................................................................................................36 13 Inspections.......................................................................................................................................................................38 14 References........................................................................................................................................................................40 14.1 Capscrew Tightening Torques..................................................................................................................................40 14.2 Oil Replenishment and Change Intervals.................................................................................................................41 15 Mechanical and Electrical Drawings ...............................................................................................................................41 2 wtom Industrial Products. Inc. .,862 FIlis Road. Velbourne. Fl- 32004 Ph: (321) 728-33-55 Fa-\: (3211) 728-33-521 3 1 Introduction Thank you for purchasing the PM Series Vertical Reciprocating Conveyor (VRC) with Intelitroll from Custom Industrial Products. Our commitment to you continues as you work with and experience the quality product we have manufactured especially for you. This manual serves as your guide for the installation, use and care of the lift. Please feel free to call us with any questions or concerns not covered within. The Custom Industrial Products Inc. PM Series Vertical Material Lift is a Vertical Reciprocating Conveyor (VRC) designed and built to meet or exceed the ANSI B20.1 specifications for the purpose of transporting MATERIALS ONLY between floors or levels of a building or structure. THE UNIT IS NOT INTENDED FOR PERSONNEL USE. 1.1 General Lift Description The various components of the PM Series are depicted throughout this manual. These images are general in scope, for quick reference only, and may not accurately depict your unit. A "C" loading/unloading configuration allows the lift to be loaded/unloaded from the front on the lower level and loaded/unloaded from the front on the upper level. A "Z" loading/unloading configuration is similar except that the lift is loaded/unloaded from the front on the lower level and loaded/unloaded from the rear on the upper level. For all units the left or right side and front and rear orientation is determined by facing the unit's gates on its lowest level. Lifting Platform is the platform on which the load is placed for movement to a different level. Broken Cable Brakes are provided in the event that one or both lifting cables part. The braking mechanism will stop the platform to prevent freefall. Door Interlocks are comprised of a mechanical device to lock the gates in their closed position and an electrical device to ensure the doors are closed prior to movement of the platform. Positioning Switches are used to stop the lifting platform at the proper height for loading and unloading the platform. Over-Travel Protection is provided in the unlikely event that the lifting platform fails to stop at the desired upper level position. If the platform rises above the desired upper level position, the unit will stop and maintenance action will have to be taken. Slack Cable Protection is provided in the event that the platform encounters an obstruction as the unit is traveling to a lower level or a cable parts. The slack cable protection will stop motor rotation, preventing the cable from unwrapping or prevent movement in the event that a cable parts. Call Stations, also known as Pushbutton Stations, consist of two lighted call buttons and an emergency stop pushbutton. The first floor call button refers to the lowest level position of the lifting platform. ('((ston, In(lustrial I'ro(Incts. Inc. 7862 I'.11is l6a(l, Melbourne. Fl-, 321)(14 Pii: (321) 728-3355 F;i\: (32I) 728-3352 4 1.2 Lift/Platform Images Typical Construction of Lift: The following image depicts the typical construction of a Z Loading/Unloading Configuration lift. This layout is general in scope, for quick reference only, and may not accurately depict your unit. 36" MIN. CLEARANCE FEO'O rOR CONTROL BOX ACCESS. .ti CUSTOMER 1Tp' L. 73-1/2" -1 SUPPLIED O-SCON ECT ( ,3 PJSH BJTTON 1 CONTROL PANEL 1 / CONTROL STATION / — — 71 102 CONTROL 72" MIN REO'G PANEL 1Oq VIEW }p6" LCAG H:IGji1 - _1— I PUSH P ATFGRM PUSH SUTTON i FRON BJTTOK COMtRCL S'ATION BOOR CONTROL STATION FLOOR 1 16' IZ PIT OR PASS THRU TGT-HGT IF AaPLICABLE Ir- ----------------- -- — (�ytis;- Mi:!DLE SECTICN 1 N G-HGT `:AP ABLE S;ZE� -----------*�^ j 1 FFf:1; H OH'j ! i TRVL-HGI 7.1G 'yIC1A1 bfl f 73- F _y---- ----_----- —rs iRAVE; HFIGHI P'- OR r cl; TO o F• rAsa r+Rb jFY3 — I SAS SECFiEG 6r IF AMICABIE -- - - �I FLOOR AND SECT ON u. ! CLIS'OVEfii CGN4LCTION5 I 92., DOOR t OPENING FRONT LOWER. 71" SECTION LOAD FF?OtJT VIEW HEIGF+T PUSH ON BT' `JON P ATFORM CONTROI STATION ;QF rL00F� PR L'b uOUnrt 1 MCLWED A.. (+F APPLICABLE) FI TICN? VIEW ( howl] 111duStrial Product", lT(L'. 71562 FlIk Nlelhlr!irrre. FI-_ 32004 Ph: (3 2 1 ) ?,8-.33:; Fay: 1,321) "215-3342 Lift Platform: The following image depicts the lift platform assembly. This image is general in scope, for quick reference only, and may not accurately depict your unit. Rrnken C.9hle Rrakc l (:'nide Rnilers Moving Header I li i ' ®m i ('t1%1O 3 Il)dlrStr'inl Pr(Klltl'jS. III(% 7,562 I'llis Rond, 1lelbunr rr(. FI., 32904 Ph: (321) 725-335; Fax: (321) 725-3352 6 2 Owner/Operator Responsibilities 2.1 Installation It is the responsibility of the owner of the lift to ensure the lift is installed in accordance with this manual and all applicable ordinances and regulations. All lifts manufactured by Custom Industrial Products, Inc. are intended to be installed in accordance with the ANSFASME B20.1 specifications for Vertical Reciprocating Conveyors. THESE LIFTS ARE FOR MATERIAL USE ONLY AND NOT FOR PERSONNEL USE. 2.2 Inspection,Maintenance and Repairs The lift shall be inspected and maintained in proper working order in accordance with this Owner's Manual, state and local codes, and safe operating procedures. Prior to acceptance by the end-user, all start-up procedures, inspections and operational testing shall be verified by the end-user or their designated representative. Provisions for maintenance and repair of the unit should be acquired. Any and all repairs shall only be executed by qualified personnel in conformance with the manufacturer's instructions. 2.3 Removal from Service Any lift not in safe operating condition shall be removed from service until it is repaired to the original equipment manufacturer's standards. Training of operational personnel is required to ensure that operators can identify any unsafe condition and ensure that it is corrected prior to resuming operations. Unsafe operating conditions include, but are not limited to, missing or loose rollers, pins or fasteners, bent or cracked structural members, cut or frayed electrical wires or wire rope, damaged or malfunctioning controls or safety devices, etc. 2.4 Operators Only trained and authorized personnel shall be permitted to operate the lift. 2.4.1 Before Operation Before using the lift, the operator shall have: 1. Read and/or have explained and understood this Owner's Manual, which includes operating instructions and safety rules. 2. Inspected the lift for proper operation and condition. 3. Items that shall cause the unit to be place out of service until corrected are: 3.1. Operation with any door open. 3.2. Frayed or kinked cable 3.3. Exposed wiring 3.4. Operation with either or both emergency Stop Push buttons depressed. 3.5. Broken welds 4. Any questionable item shall be carefully examined and a determination made by a qualified person as to whether it creates a hazard. All items not in conformance with the manufacturer's specifications shall be corrected before further use of the lift. 2.4.2 During Operation The lift shall only be used in accordance with this Owner's Manual. Do not overload the lift. Ensure that all safety devices are in place and operational. Always make sure the load is evenly distributed on the platform. Uw,tom ID)(1u`~trial 1)ro(111Ct`. Ing•. 7862 Flli�, Road, Nlelbourne. H 32904 Pli: (321) 728-3355 Fax: (32 1) 728-3352 7 2.5 Modifications or Alterations Modifications or alterations to the Pallet Master Material Lift (Vertical Reciprocating Conveyor) shall be made only with the written permission of the original equipment manufacturer, Custom Industrial Products, Inc. These changes shall be made in compliance with all applicable provisions of codes and standards, and shall be as safe as the lift was before modification. These changes shall also satisfy all safety recommendations of the original equipment manufacturer for the particular application of the lift. 3. Operating Safety WARNING: FAILURE TO OBEY THE SAFETY AND INSTALLATION INSTRUCTIONS IN THIS MANUAL MAY RESULT IN SERIOUS INJURY OR DEATH. WARNINGS: • Do not use the lift as a personnel carrier. It is designed to LIFT MATERIAL ONLY! • Keep all body parts clear of any moving or jammed parts on the lift. • Do not use a damaged or malfunctioning lift. • Do not use a lift with a worn, kinked or damaged wire rope. • Never allow unauthorized personnel to operate the lift. • Do not remove any guarding or enclosure panels. • Do not alter control system to allow operation from the platform. LOADING AND LIFTING PROCEDURES: • Do not operate the lift beyond its rated load capacity. (Load capacity is shown on signs located on safety gates and platform.) • Center all loads on the platform. The load must be secure during travel. • Do not allow the load to protrude outside the platform. The load must be a minimum of 2" from the edge of the access ends. • Safety enclosures are required on all lifts per ANSI regulations. • Enclosure gates must be closed when operating lift. SAFETY: Any modifications or alterations not approved by the original equipment manufacturer will result in the manufacturer's warranty being void. The manufacturer is not responsible for injury or damage caused by unauthorized modifications and alterations. It is the owner/operator's responsibility to establish and enforce safe operating practices as outlined in this manual and also to implement a regularly scheduled inspection and maintenance program. Custom hidiistrial P! odtict4. Nc•. 7862 Filis l Rid. Melbourne. 1`1 3-19111 Pll: (321) 728-3355 Fill: (321) 728-3352 WARNING SIGN EXPLAINATION: Weight Capacity / WVAVA1NWVAVAVAVA1SnVAWK moffmaamr No Riders Sign: NO RIDERS Shows the weight ?LBS. CAPACITY capacity of each lift ION® and has the '`NO rider" reminder. WARNING: All products sold by Custom Industrial Products, Inc. are designed for MATERIAL HANDLING ONLY AND ARE NOT TO BE USED FOR LIFTING, SUPPORTING OR TRANSPORTING PEOPLE OR LIFTING LOADS OVER PEOPLE. uwt tone Indwtrial Product,,. In(,. 7862 Flim lZoad. 1101)(wrnc. FI 32004 Ph: (321 ) 7213-33;5 Fay: (321 ) 728-3352 t� 1 �rl'4.:11! 4 Operating Modes 4.1 Basic Operations The lift is controlled from each level by pushbuttons mounted near the gates at each level. The lights inside each pushbutton are used to convey information on the status of the lift to the operator. The lift can operate in Automatic, Manual or Maintenance Mode. The mode of operation is set inside the main control panel at the time of installation based on the requirements of the installation. At no time will the unit be placed in normal operation in Maintenance Mode. Maintenance mode requires that a trained/qualified personnel be present and in control of the unit. NOTE: If unit will not work, be sure all gates are closed and no Emergency Stop Pushbuttons are depressed. 4.2 Operator Controls The operator controls for the lift are located at each level of the lift at Operator Call Stations. Each Operator Call Station has three pushbuttons: Call Level Pushbuttons are used to bring (or send) the platform of the lift from one level to another level. Each Call Level pushbutton will have a legend plate indicating the level associated with that button. Call stations on all floors can control the lift and door functions. Emergency Stop is used to stop the lift in the event of a hazardous condition. NOTE: The Emergency Stop should only be used in the event of a hazardous condition. It is not a convenience stop. Except in the event of a hazardous condition, the lift should be allowed to complete the move to the other level then brought back to the desired level. Keyed Switch (if equipped): If the unit is equipped with a keyed switch in the call station, the key must be turned to the "ON" position to activate the "Call Level Pushbuttons" to accept. When the key is turned to the "OFF" position, the "Call Level Pushbuttons" are not activated and will not accept any commands. However, the "Emergency Stop (E-Stop)" button is always active and will accept a command at any time regardless of the key position. Note: The key can only be removed in the "OFF" position. It equipped with lighted "Call Level Pushbuttons", the status lights remain active to notify the lift's status. 4.3 Automatic Mode In Automatic Mode, the call station pushbuttons are used to signal at which level the platform is currently positioned and to send the platform to another level. Pressing the lit Call Level pushbutton will release the Gate for that level once the platform has arrived at that level and signaled the control system that is it at level (does not apply to units equipped with the Power Door Interface option). Pressing any of the other Call Level pushbuttons will call (or send) the platform to the level selected. When the Level 1 pushbutton is lit, the platform is located at the lower level. Press the Level 1 Pushbutton to release the Gate Interlock. Material may then be loaded/unloaded. When the gates for Level 1 are open, the Level 1 pushbutton will flash on all call stations to indicate the gates are open and the unit will not operate. When the gates are closed and locked, the Level 1 pushbutton will stop flashing and return to the lit condition. The unit will then operate when called to another level. Utlstoln Indtastrial Prodnets. Inc. 1862 Ellis Road. 1Ielhottrne. FL 329114 11h: (321) 728-3355 Fa,,: (321) 728-3352 10 Press and release the one of the Call Level pushbuttons associated with another level to call or send the platform to that level. When the platform reaches the target level the lift will begin to look for the activation of a Slow Zone Switch associated with the level and direction of platform travel. When the Slow Zone Switch is activated the lift will slow to approximately 20% speed as it approaches the target level. When the carriage reaches the target level it will activate the Position Switch for that level and will stop. The Call Level pushbuttons associated with that level will light on all Call Stations. Press the lit Call Level pushbuttons to activate the Gate Solenoid to release the gates of that level and allow material to be removed from the lift. As with Level 1, when the gates for this level are opened, the Call Level pushbutton for this level will flash on all Call Stations to indicate the gate is opened and the unit will not operate. When the gates are closed, the lift may be called or sent to another level by pressing and releasing another Call Level pushbutton. 4.4 Manual Mode The Manual Mode of operation requires the Call Level pushbutton to be held in during the complete motion of the platform. Releasing the call button at any time will stop the motion of the platform. Pressing the appropriate pushbutton will resume operation in the desired direction. During Manual Mode operation, the platform will automatically come to a stop when it has reached the appropriate level. NOTE: Do not try to stop the platform at the level by releasing the pushbutton. Allow the lift to properly complete the move and stop automatically. Failure to do so may result in improper alignment of the lift to the floor and prevent the release of the gate interlock. 4.5 Maintenance Mode 4.5.1 GENERAL SAFETY GUIDELINES • Always use the proper Personal Protection Equipment as required (Hard Hats, Safety Glasses, Gloves, Fall Restraint Harness, etc.). It is the responsibility of the technician to follow all applicable safety regulations. • DO NOT OPERATE THE LIFT IN THIS MODE. WHEN NOT ATTENDED BY A QUALIFIED TECHNICIAN, A UNIT IN THIS MODE SHOULD BE LOCKED OUT TO PREVENT INADVERTANT USE OR ACCESS. • Only trained and qualified technicians should service this equipment. • Secure gates at all levels to prevent unsupervised access (zip ties, padlock, etc.). • Mark all Operator Call Stations as "Out Of Service". • Keep the Main Panel Enclosure closed and secure. (NOTE: Some operations require testing or observing components inside the panel. Secure the panel when a qualified technician is not present to prevent unsuper►,ised access.) • When accessing the platform or liftway is required, clear a working area around the gate closest to the component/area requiring service and mark as a hazardous area. • Whenever possible/practical, move the carriage to the level being accessed. • When working on or below the carriage install a mechanical restraint below the carriage to prevent unintended downward motion. • Return the lift to Level 1 before removing from Maintenance Mode. • Test all functions at all levels before releasing for normal operation. ('n�tom Incluse i.►I Prodnctc. I11c. 7802 Phis llo�lcl. Nlclbourne. I,1 320114 Ph: (321) 728-3355 Fay: (321) 728-3352 - 11 4.5.2 Potentially Hazardous Conditions In Maintenance Mode there are several potentially hazardous conditions the servicing technician must be aware of at all times: • If the unit is equipped with more then 2 floors only the 1St level and 2nd level call buttons are active. • The lift will only operate in the low speed (the same speed as in the "Slow Zones"). • Gate Interlock Switches are bypassed-This can allow access to the liftway without stopping the unit. • All Operator Call Stations can initiate motion, be aware of who has access to them. • Always verify the lift is moving in the proper direction: Level 1 button=DOWN, Level 2 button=UP. • When in motion releasing the call button,pressing the Emergency Stop Button(when properly installed), activating the Over-Travel Switch(UP direction only) or releasing one of the Slack Cable Switches (Down direction only) (Slack Cable Switches are activated in the case of a C Series or DM Series Lift). • The lift will do a controlled stop at the first and top levels when the position switches for those levels are installed. All other Position Switches are ignored. • Always inspect the Broken Cable Brakes before operating the unit to verify they are not engaged. (verify all cables are under tension, if not move the lift in the up direction to take out slack and reset the brakes.) 4.5.3 Using Maintenance Mode: IMPORTANT NOTE: Always use the proper Personal Protection Equipment as required (Hard Hats, Safety Glasses, Gloves, Fall Restraint Harness, etc.). It is the responsibility of the technician to follow all applicable safety regulations. ONLY TRAINED AND QUALIFIED TECHNICIANS SHOULD SERVICE THIS LIFT. 1. Secure gates at all levels to prevent unsupervised access (zip ties, padlock, etc.). 2. Mark all Operator Call Stations as "Out Of Serive". 3. Turn OFF Main Disconnect Switch. 4. Open Main Panel Enclosure. 5. Install "Maintenance Mode"jumper. 6. Prior to energizing the control box with the access door open follow"Arch Flash Proceedures" 7. Turn ON Main Disconnect Switch. 8. Close and secure the Main Panel Enclosure (NOTE: Some operations require testing or observing components inside the panel. Secure the panel when a qualified technician is not present to prevent unsupervised access) 9. Proceed to the level closest to the current position of the carriage 10. Use the Operator Call Station at that level to control the lift per the Maintenance Manual ("Leven"=DOWN, "Level2"=UP, all others activate Gate Interlock Release). 11. If access to the platform or liftway is required, clear a working area around the gate closest to the component/area requiring service and mark as a hazardous area. 12. If possible/practical move the carriage to the level being accessed. 13. Install a mechanical restraint below the carriage to prevent unintended downward motion. 14. Release and open the gate. 15. Perform required service. IMPORTANT NOTE: Always use the proper Personal Protection Equipment as required(Hard Hats, Safety Glasses, Gloves, Fall Restraint Harness, etc.). It is the responsibility of the technician to follow all applicable safety regulations. 16. When complete, secure the gate. 17. Remove the motion restraint(from Step 12) 18. Move the carriage to Level 1. 19. Turn OFF the Main Disconnect Switch. 20. Remove the "Maintenance Mode"jumper. Custom hIdlist rial Products. Inc. 7862 Ellis Road. Wlbollrlle. FI 32904 Pll: (321) 728-3355 Fas: (321) 728-3352 I=^ 1 41 k 12 21. Turn ON the Main Disconnect Switch. 22. Send the lift to Level 2. 23. Call the lift to return to Level 1. 24. Test all functions of the lift. 25. Remove warnings and devices securing the gates. 26. Resume normal operation. 4.6 Stopping the Unit The Emergency Stop should only be used in the event of a hazardous condition. It is not a convenience stop. It is to be used in the event of a hazardous condition. Under normal conditions the lift should be allowed to complete the move to the other level then brought back to the desired level. When the Emergency Stop pushbutton is pressed, the unit will immediately come to a stop. The lights on Level 1 and Level 2 pushbuttons will go out and the Emergency Stop pushbutton that was pressed will light. Inspect the lift and load before releasing the Emergency Stop pushbutton to return the lift to service. Correct any potentially hazardous or dangerous conditions before returning the lift to service. 4.7 Safety Devices The lift is equipped with several safety devices to prevent the operation of the lift in a potentially hazardous condition. A qualified technician should inspect the lift and correct any problems before returning the lift to service. Emergency Stop Pushbutton: Provides a means for an operator to stop the lift if any unsafe condition is recognized. Pressing the Emergency Stop pushbutton immediately stops the lift. Position Limit Switch: The wiggle wire limit switches are used as Position Switches, i gg which stop the unit when it reaches the desired level. The limit switches can be adjusted for exact level positioning by moving them up or down to the desired location. NOTE: The distance between the Position and Over-Travel Limit Switch must _ be maintained at a two-inch maximum. Over-Travel Limit Switch: Prevents the lift platform from rising and damaging the Drive Header in the event of an upper position switch malfunction. Slack Cable Switch: Prevents the lift from operating if the lifting cables have gone slack, as would happen if the lift were to bind during decent or if the motor is running when the platform is resting on the floor. The slack cable circuit is provided to prevent the drum from unwinding if there is not tension on the cable. A slack cable situation may arise if the platform were obstructed while traveling downward. The slack cable detection devices are shipped with every VRC unit which incorporates cable that is manufactured by Custom Industrial Products, Inc. It is critical that the Slack Cable Switches be tested for proper operation at Start-Up and while performing inspections. Gate Interlock Switch: Detects when the lift gates are closed. The gates must be closed for the lift to operate to prevent access to the lift way when the platform is not at that level. The gate interlocks are controlled by platform position. The gate release and lock is factory preset but may require minor adjustment in the field. The gate lock assembly should not require adjustment but the gate release trigger may need adjustment to ensure the gate releases when the platform levels with the floor. As the platform is raised or lowered, the door will lock within six inches of movement above or below floor level. Door magnets are installed to maintain the door in a closed position while the platform is at that level. E'tt�t(rm I1](1110rial Product,. Inc. 7862 },Alis 12uad. Nlclhnurne. FI 329114 1111: (321 ) 728-3355 FaN: (321) 728-3352 13 4.8 Drive Header Detail Images The following image depicts the Drive Header Detail. This image is general in scope, for quick reference only, and may not accurately depict your unit. 4.8.1 Rear View of Drive Header Detail Drive Shaft Gear Motor 4.8.2 Side View of Drive Header Detail Slack Cable Slack Cable Switch Springs C w,toni Industrial Products. Inc. -862 Fllis Road. Nlelhom-ne. FI. 329114 Ph: (321) 728-335; Fax: (321) 728-3352 14 4.9 Trouble Shooting The following items are to be checked by the operator in the event that the lift will not operate. Conditions other than those listed below should be referred to a qualified technician to diagnose and repair. 1. One Call Level Pushbutton flashing: The gate at that level is not closed. 2. All Call Level Pushbuttons flashing: Lift is in Fault. Advise a qualified Service/Maintenance Technician. 3. Two adjacent Call Level Pushbuttons flashing: The Optional Platform Gate has opened between levels. Advise a qualified Service/Maintenance Technician. 4. Platform is at a level and neither level pushbutton is lit: an Emergency Stop pushbutton is pressed. Look for the lit Emergency Stop pushbutton. Verify the unsafe condition is cleared before releasing a pressed Emergency Stop Pushbutton. (on III ifu,tria l P 1-mltirt5. 111�. 7862 1 !lis Road, NJelhota�t�e, F1. 321,04 Ph: (321) 728-335-5 Fa\: (321) 728-33-52 15 5 Replacement Parts Replacement parts should be kept on hand to rapidly repair single or typical group component failures, whenever time is essential to you operation, or employee's health or safety would be impaired by delays. In addition, replacement parts should be kept on hand when they are difficult to obtain locally or are at a risk of becoming discontinued. For technical assistance or to order replacement parts, contact the Custom Industrial Products, Inc. by calling (321) 728-3355. Recommended Spare Parts List—PM Series Master Vertical Material Lift Part# Description Ouanti Electrical CC056 Brake Rectifier I C2118 Main/E-Stop Relay I C876 Push-Button Call Station I C2057 Brake Release Relay I C607 Spring Coil Switch I C357 Switch, SPDT, Plunger I B13527 Solenoid Assembly 2 CC061 Double Door Interlock I C645 Interlock Door Keepers w/ Screws 2 Mechanical C1928 Gear Cable w/adjustable barrels & dura-collars 2 Al 1374A Roller Plate Assembly 4 Call Factory Wire Rope 2 Ctt"t(ow 111(htstrial r`°tMtft� t4. 1€€c _' f��, Filik Pwid. 1Ielbottrtie. IT 3()(14 Pht (< a j 728-3355 FaN (3211 -28-33.51-28-33:,, 16 6 Mechanical Installation 6.1 General Installation The Pallet Master Material Lift is of modular design, consisting of two or more frame sections, depending on the travel height. The base section, middle section(s) and top drive unit section complete the assembly, with the motor mounted on the top drive unit section. Depending on the space allowed, this section should not need to be disassembled. NOTES: ➢ This unit is not free standing and must be braced to ensure stability of the unit during TOP operation. DRIVE ➢ The lift must be level and plumb. Shim as UNIT necessary. Twisting or racking of the lift SECTION will result in potential platform binding, loose or uneven tension on wire ropes, switch misalignments, or uneven roller HUDDLE i N, wear. SECTION ➢ When mounting conduit to the outside JOINT enclosure of the lift, do not let anything FLANGES protrude into the path of the platform BASE carriage. The running clearance is 1 '/2". DO SECTION NOT MOUNT ANYTHING THAT IS NOT PART OF THE LIFT ENCLOSURE. ➢ Floor mounting and wall anchorage hardware is to be supplied by the installer. All hardware is to be '/2" in diameter and of suitable length for the application. 6.2 Installation in Open Areas 1. Position the lower section of the lift at the desired lift location in relation to the upper level. Be sure the lower section is level and plumb with the floor; shim as required. At this point, it is critical that you square up the unit. 2. Position the intermediate and upper sections of the lift directly over the lower section using the alignment pins as a guide. Be sure the gates of the lift are facing the proper direction based on the loading/unloading configuration you specified. Align all sections of the lift and secure them together with the joint hardware that was supplied. 3. NOTE: Be sure the guide rails of the enclosure section match up correctly before tightening all joints. Guide rail joints may have to be tapered due to steel variations to ensure smooth transition between sections. t'u�twil 111c111ct1 i,il Product... luc. 7862 1 llis Rea(J. NIclhuurllc. FI 321)(14 Ph: (321 ) 728-33;-5 Fa\: (321) 728.3352 �E ! EE 17 4. Through-the-floor applications may require bolting the top and middle sections together, pulling them up through the floor opening then tying off the overhead structure while the base is positioned underneath. Secure the wall brackets to the wall as required. Secure the base to the floor with anchor bolts. WARNING: Proper structural support must be present. Only qualified personnel are to perform the hoisting operations. 5. Secure the wall support brackets to the wall as required. Secure the base to the floor with anchor bolts. 6. Install threshold plates and ramps as required maintaining at least a3/4" but no more then 1 %2" clearance between the threshold and the moving platform. (' MODI In(lustrial Prodild5. Inc. 7862 Ellis Road, Melbotur11c. FI 32904 Ph: (321 ) 728-3355 Fax: (321) 728-3352 18 7 Electrical Installation It is the responsibility of the owner of the lift to ensure the lift is installed in accordance with all applicable ordinances and regulations. All lifts manufactured by Custom Industrial Products, Inc. are intended to be installed in accordance with the ANSFASME B20.1 specifications for Vertical Reciprocating Conveyors. THESE LIFTS ARE FOR MATERIAL USE ONLY AND NOT FOR PERSONNEL USE. CAUTION: ➢ HAZARDOUS VOLTAGE: Use all appropriate safety precautions when working with/around electricity. Failure to do so can result in injury or death. Only trained personnel should install or service the lift. ➢ UNINTENDED OPERATION: Failure to properly install the lift can result in unintended operation of the unit. This could result in injury or death. Only trained personnel should install or service the lift. ➢ LOCK-OUT/TAG-OUT: Always use the proper Lock-Out/Tag-Out procedure when servicing the lift to prevent injury. ➢ COMMISIONING: The lift should be thoroughly inspected and proper operation verified before the lift is put into service. Refer to Section 7.4.6"Electrical Installation Check-Off'. The Pallet Master is prewired at the factory for indoor applications and requires minor electrical hookups on the unit itself Inbound power is to be provided by the contractor or end-user. 7.1 Incoming Power Requirements Consult the nameplate of the lift, which is located on the inside of the door of the electrical panel, for the proper power requirements for the lift. If the facility power does not match the required power for the unit, the use of step-down or bucket-boost transformers may be required. Transformers may or may not have been supplied with the lift per the purchaser's discretion at the time of the sale. Refer to the transformer manufacturer's documentation for information on the proper application and connection of the transformer. Failure to provide proper incoming power will result in damage or poor performance of the lift. 7.2 Disconnect and Over-Current Requirements The lift requires the installation of a Main Disconnect Switch and over-current protection not provided by Custom Industrial Products, Inc. An appropriately sized Fusible Disconnect Switch with the proper over-current protection should be used. Refer to the amperage requirements as listed on the nameplate inside the door of the electrical panel. For most interior applications the Square D brand Disconnect Switch (model number D32 IN for units up to 30A max or model number D322N for units up to 60 A max) or equivalent is recommended. NOTE: ALWAYS USE A DISCONNECT SWITCH WITH THE PROPER ELECTRICAL AND ENVIRONMENTAL RATINGS. 7.3 Electrical Disconnect Mounting The disconnect described in the previous section is to be mounted immediately adjacent to the Electrical Enclosure and be readily accessible with unobstructed access to the operator. (NFPA79-5.3) Workspace The working space around the Electrical Enclosure should be cleared so as to provide a clear working area which will allow the door of the enclosure to open a minimum of 90 degrees, with an unobstructed working space in front of the enclosure 2 1/z feet wide and 3 feet deep. The working space will also extend no less than 6 feet from the floor. The working space will not be used for storage. (NFPA79-11.5) Uw,tom Inc}utitrial Product,. Inc. 7862 Road, Melbourne. H- 32904 Pli: (321 ) 728-335; Fay: (3'_1) 728-3352 t 19 7.4 Connecting the Sections 7.4.1 Control Signal The electrical connections for the control signals between the upper and lower levels of the lift occur inside the Second Level Junction box located on the outside of the Safety Enclosure for the Second Level. 1. Remove the cover for the junction box. 2. Route the signal cables from the main enclosure to the junction box. 3. Insert the strain relief on each signal cable into the junction box and secure with the strain relief nut. 4. Connect the wires from the signal cables to the wires in the junction box. Each wire is individually tagged. Connections should match number to number. IMPORTANT NOTE:Match the wires based on the numbers ONLY. Color coding does not apply on the inside of the junction box. 5. Install junction box cover. 6. Secure the cables to the unit. (See Section 7.4.4 "Securing the Cables".) 7.4.2 Motor The motor is connected directly to the main Electrical Enclosure. 1. Open the door of the Electrical Enclosure. 2. Un-spool the motor cable from the upper section of the lift. 3. Insert the strain relief on the motor cable into the enclosure and secure with the strain relief nut. 4. Connect the wires from the motor cable to the terminal blocks labeled T1, T2, T3, M and N as indicated on each wire. 5. Verify all connections are secure. 6. Secure the cable to the unit. (See Section 7.4.4 "Securing the Cables".) 7.4.3 Power Electrical Power comes from the Main Disconnect Switch(previously discussed) to the Electrical Enclosure. 1. Verify the facility power matches the power requirements as designated on the equipment nameplate located inside the door of the enclosure. 2. Install the Main Disconnect Switch if it is not already in place. 3. Turn off the Main Disconnect. 4. Connect the Main Disconnect to the Electrical Enclosure. Enclosure connections will be at the Circuit Breaker and Ground terminal block located on the left end of the lower DIN Rail. IMPORTANT NOTE: Connections from the Main Disconnect should be made in accordance with all applicable codes and ordinances. 5. Verify all connections are secure. 6. Secure the cable to the unit. (See Section 7.4.4 "Securing the Cables".) 7.4.4 Securing the Cables Reference NFPA79-13.1.5 1. When using the cable connection method the cables are to be secured to the frame of the unit or the safety enclosures. 2. Cables are to be secured so as to closely follow the surface and structural members of the unit and in such a way as it will not be damaged in normal operation. 3. Cables should not be secured to guards or panels that are likely to be removed for servicing. 4. Cables should not be secured to the gates or other moving parts of the lift. 5. Cables are to be secured every 36 inches in a vertical run and every 12 inches in a non-vertical run CtrStonj hi(f !,.tr O Protlrrcts. Int, 7,862 Filk I ,yrl. Nlelborrrnc. Fl_ 321,'04 111: 02 1) r28-3155 Fav: 1321 .E -18-3352 20 7.4.5 Selecting the Operating Mode Refer to the "Operation Modes" section of this manual for a description of the three operating modes. Units configured to operate in the Manual Mode will have a jumper wire installed from TB25A to TB25B. During installation or maintenance of the lift, the Maintenance Mode can be used to operate the lift at the low-speed setting. Refer to the Fll L IN BLANK Section of this manual as needed. NOTE: When using the Maintenance Mode, it is imperative to use EXTREME CAUTION. This procedure will bypass all switches, including safety features. Securing the gates to prevent access during this operation is strongly recommended. ONLY TRAINED TECHNICIANS SHOULD ATTEMPT THIS PROCEDURE. Custom 1u(I11.t)"i-al Prodult�. Inc. 7862 Elim Road. 1Ielbourrle. FL 329114 Ph: (321 ) 7728-3355 Fax: (321) 728-3352 21 8 Start-Up and Check-Out Procedures The safety device check-out incorporates both mechanical and electrical elements. Both the mechanical installer and the electrician must be present during this phase. The checklists in Section 8.1 and 8.2 are checklists only. Procedures are located in Section 9. During installation and commissioning, the checklist will be annotated with all the tests that were performed. After completion of all checklists, the Mechanical Installer and Electrical Installer will sign and date in the space indicated below the checklists. THIS LIST WILL REMAIN AS A PERMANENT RECORD IN THIS MANUAL. 8.1 Mechanical 8.1.1 Pre-Electrical Checkout ❑ Unit is fully assembled and you have read this owner's manual. ❑ Between 3/4"minimum and 1 %i"maximum gap between the platform and the landing edge. ❑ All shipping straps have been removed. ❑ Check torque on taper lock bushing in drive motor/gear box. See Capskrew Tightening Torques diagram in the Reference section of this manual. 8.1.2 Post-Electrical Checkout ❑ After the unit has been operated up and down,secure the unit to the structure or building. ❑ Gates are aligned properly. ❑ Unit is secured to building. ❑ The gates operate freely and keepers are installed correctly. ❑ The unit does not bind,squeal,squeak or make any other unusual noises. ❑ The unit does not shake,vibrate or rattle.(Check loaded and empty.) ❑ The platform is even with floor level.(Check with weight.) ❑ All safety devices have been tested and checked for operation. 8.2 Electrical ❑ Check all screw connections,wires and terminals on the panel are secure. Tighten any unused connection points. ❑ Verify the proper input voltage to the unit. ❑ Verify proper motor rotation.(Refer to the decal on the Drive Header) ❑ Verify Motor Brake is releasing and engaging correctly. ❑ Verify operation of the Level 1 and Level 2 Position Switches. ❑ Verify the Level 1 and Level 2 Position Switches are positioned correctly to stop the unit with the platform in the proper position. ❑ Verify the operation of the Over-Travel Switch-lift stops/does not start when switch is activated. ❑ Verify the position of the Over-Travel Switch is such that the platform does not contact the drive header before the switch is activated. ❑ Verify the operation of the Slack Cable Switches-lift stops/does not start when switches released. ❑ Verify the proper operation of all Call Station Pushbuttons. ❑ Verify the operation of the Call Station Pushbutton lights-on to indicate when platform is at a level,flashing when a gate is opened. ❑ Verify the adjustment and operation of the Gate Switches-lift stops/does not start when gates are open. ❑ Verify the proper operation of both Emergency Stop Pushbuttons-lift stops/does not start when switches pressed and unit does not automatically restart when released. ❑ Verify the operation of the Emergency Stop pushbutton fights-on to indicate the Emergency Stop Pushbutton which is activated. ❑ The end user or their designated representative has been properly trained on the operation of the unit. Company Name: Mechanical Installer: DATE: Electrical Installer: DATE: ('ll-tom lndustri,tl Products. Inc. 7802 Ellis lZoml, NIelhorrrile. EL 32904 Pil: (321) 728-335 Ear: (321} 721;- 332 22 9 Testing Procedures 9.1 General Check-Out and Initial Start-Up NOTE: Not all of the steps outlined below are required during the Semi-Annual Inspection. Steps that involve structural components should be looked at from the standpoint that something may have changed. Corrective action should be initiated if a change is verified. • The gap between the double swing gates should be parallel and even across the top and square with the gate header. • In most cases where the gate is not square,the entire unit is out of plumb and not square. • How to secure the unit to the existing structure is entirely up to the installer. If you are not confident in the way the unit is secured to the structure, contact a local structural engineer. • Inspect the lifting cables to ensure that not damage occurred during transportation or installation. • During installation of the unit, ensure that it is level, plumb and square, left to right, front to back and top to bottom;use shims as necessary. • The platform must be level with all level landings +/- r/4". Move the position switch to achieve this. • Only after the unit has been run should all the bolts be tightened and secured. Start tightening the bolts at the top with the platform all the way up. Move the platform down as you go. • After all the bolts have been tightened, run the platform several times. It must move freely and quietly. If not, loosen the bolts in the area where the noise seems to be originating from. Run the platform again to retighten and recheck. 9.2 Emergency Stop Test • Bump test the motor for proper rotation. This has to be done in Manual Mode. • Place the unit in operation, either in Automatic or Manual Mode. • Depress the call button for a floor that the platform is able to travel to. • In Automatic Mode: Allow the unit to be placed in motion and depress the Emergency Stop pushbutton. The unit shall halt all motion and the Emergency Stop pushbutton will illuminate. Reset the Emergency Stop pushbutton by rotating it. Observe the pushbutton returning to its un- illuminated state. • In Manual Mode: Depress and hold the call button, commencing motion, then depress the Emergency Stop button. The unit shall halt all motion and the Emergency Stop pushbutton will illuminate. Reset the Emergency Stop pushbutton by rotating it. Observe the pushbutton returning to its un-illuminated state. 9.3 Slack Cable Test • Place an obstruction under the platform which will not allow it to reach the lower floor position switch. • Run the platform down while in Automatic Mode or Manual Mode. • Keep your hand on the Emergency Stop pushbutton, ready to press it, if the platform does not stop in Automatic Mode. If using Manual Mode, release the pushbutton if the platform does not stop. • When the platform encounters the obstruction, the cable will slacken, thus shutting down the lift. If not, press the Emergency Stop pushbutton (in Automatic Mode) or release the call button (in Manual Mode) then correct the switch problem. • The broken cable brakes must also become activated at this point. The platform will move up, but not down, after the brakes have been activated. 9.4 Over-Travel Test With the unit in Automatic Mode, run the platform up. While it is moving, trigger the Over-Travel Switch. The platform must stop at this point. Ulv'tom Intltrstrial Product,,. Irrc. 7862 I'_llic 12oacl. nIelhotrrrre. F1 32904 Ph: (32 1 ) 728-335; Fa-,: (321) 728-3352 1""! kEl '• M\ "\E R a ',; !` 1 1 E dlclt3+.: - 23 9.5 Position Switch Setting • The maximum gap in any opening is 1 ''/z". This is a code requirement. • The standard gap between the platform and the landing level is between 3/4" and 1 %2". Some special requirements call for %2" gap; however, %2" is the minimum gap. • Move the platform to the lowest level and check that the platform levels with the floor. Adjust the level switch up or down to achieve platform to floor alignment. • Move the platform to the top level and check that the platform levels with the floor. Adjust the level switch up or down to achieve platform to floor alignment. 10 Inspections and Maintenance The lift shall be inspected and maintained in proper working order in accordance with this Owner's Manual, state and local codes, and safe operating procedures. Prior to acceptance by the end-user, all start-up procedures, inspections and operational testing shall be verified by the end-user or their designated representative. Provisions for maintenance and repair of the unit should be acquired. Any and all repairs shall only be executed by qualified personnel in conformance with the manufacturer's instructions. In the Section 13 of this manual, there is an Inspection Sheet which includes items to be checked upon initial start-up and every six months thereafter. There are two copies of this sheet for your convenience. It is the responsibility of the owner to make copies of this sheet as needed. 11 Trouble Shooting 11.1 Operation For the lift to operate, several conditions must be satisfied. When these conditions are met the lift can be called (sent) to a level. 1. The power must be on (Main Disconnect Switch turned on). 2. Gates must be closed (no flashing lights on the Call Stations). 3. Emergency Stop pushbuttons are released (no light on either Emergency Stop pushbutton). 4. Lift chain is tight(Slack Chain Switch(es) are not in contact with trigger). 5. Over-Travel Switch is not activated(NC Switch). 11.2 Component Layout Images The Intelitroll 3000 family of controls is comprised of 3 control configurations based upon the number of levels a lift has and the options selected for the lift. All three configurations share common components and similar layout. The "2-Stop" is used for lifts with 2 levels purchased or requiring the Soft Start/Soft Stop feature. The "4-Stop" is used for lifts with 3 or 4 levels, or in the event a lift with 2 levels requires options not available in the "2-Stop" control package (interfacing with powered roll-up gates, etc.) The "6-Stop" is used for lifts with 5 or 6 levels. 01stom Indlist rial Products, Inc. 7802 Ellis Road, Nlelbonrne. FI_ 32904 Pli: (321) 728-33;5 F,»: (321) 728-3352 24 Component Layout- 2 Stop y 1. Power Circuit Breaker 2. Control Circuit Breaker 3. Transformer -e4l_ 4. 24vdc Power Supply 5. Emergency Stop Relay x" 6. Brake Release Relay 7. Brake Rectifier 8. Gate Release Relays 9. Variable Frequency Drive (VFD) k6 10. Programmable Logic ;\ Controller(PLC) tee{- Component Layout-4 Stop 1. Power Circuit Breaker 2. Transformer 3. Control Circuit Breaker .w, 4. 24vdc Power Supply 5. Emergency Stop Relay 6. Brake Release Relay y' 7. Brake Rectifier :} q 8. Gate Release Relays ' 9. Variable Frequency Drive (VFD) 10. Programmable Logic } Controller(PLC) 11. PLC Expansion Module t �h CtIsI n ) Industrial Prodtncts. Inc. 7862 Fllis Road. Niulbotiviie. FI 320114 Ph: (321 ) 728-335_5 Fa\: (321) 728-335' IV,I \I I IJA,I1 25 11.3 Component Descriptions 1. Power Circuit Breaker: The Power Circuit Breaker serves as supplemental over-current protection. The Power Circuit Breaker should be in the ON position to apply power to the unit. 2. Control Circuit Breaker: The Control Circuit Breaker provides over-current protection to the control circuit. The devices on the Control Circuit consist of the Transformer, the 24VDC Power Supply and the Brake Rectifier. The Control Circuit Breaker must be ON to energize these components and allow the lift to operate. 3. Transformer: The Transformer is supplied line voltage from the Control Circuit Breaker. The Transformer outputs 1 l OVAC to drive the Gate Solenoids used to open the gates. 4. The 24VDC Power Supply: The 24vdc Power Supply provides the power for the PLC and all of the switches and relays in the unit. The Power Supply is equipped with an LED to indicate proper operation. When the power supply is functioning correctly the "Uout" and "Iout" indicators are lit green. If the "Uout" is not on and the "Iout" is yellow, this is an indication of a short in the 24vdc circuit. Refer to the schematic diagram located in Section 15 for details on the circuit. 5. The Emergency Stop Relay: The Emergency Stop Relay activates when the Emergency Stop Circuit is cleared (all Emergency Stop Buttons released). When activated, the Emergency Stop relay signals the PLC that all Emergency Stops buttons have been released and allows the commands to run the motor in the up or down directions to reach the Variable Frequency Drive (VFD). The lift will not operate unless the Emergency Stop Relay is activated. 6. Brake Release Relay: The Brake Release Relay is used by the PLC and the VFD to engage and release the brake on the motor. Refer to the schematic diagram in Section 15 for details on the circuit. On units operating with a 460V 3Phase input power the Brake Relay is changed to a device with a larger load capacity but operates in the same manner as the 230V units. 7. Brake Rectifier: The Brake Rectifier modifies the control voltage for the brake on the motor. This device is critical for the operation of the brake. On units operating at 460V 3 Phase input power the wiring to the Brake Rectifier is adjusted for proper operation at the higher voltage. Refer to the schematic diagram in Section 15 for details on the circuit. 8. Gate Release Relays: The Gate Release Relays are used to activate the Gate Solenoids for the release of the Gates. When activated, the relay will remain engaged for 8 seconds to allow the operator to open the gate. Each of these relays is equipped with an indicator light to indicate when it is being activated. Each of these relays corresponds to a Gate Solenoid (see "Gate Solenoid" later in this section) unless the unit is equipped with the optional Powered Roll-Up Door Interfacing. When used with the optional Powered Roll-up Door Interfacing the Gate release relays are used to signal the door controller that the Roll-up Door at that level can be operated. In this mode of operation the relay will remain active while the platform is at the corresponding level and not reset after 8 seconds as in normal gate operation. Refer to the schematic diagram in Section 15 for details on the circuit. 9. The Variable Frequency Drive (VFD): The Variable Frequency Drive is a motor controller used to drive the motor of the lift. The VFD controls the forward and reverse rotation of the motor, motor acceleration and deceleration, and the operation of the Brake Release Relay. The VFD is sized based on the horsepower rating of the motor it is driving. VFD load requirements of the application. The VFD is a programmable device. The VFD in the lift is programmed at the factory and should not be adjusted. IMPORTANT NOTE: If the unit is not operating correctly and the VFD set-up is suspected, or the VFD is going into a FAULT condition that is not able to be cleared using the procedures in the Troubleshooting Section (S(_-ction 11) consult a factory authorized servicing agent for assistance. DO NOT ATTEMT TO ADJUST THE PROGRAMMING PARAMETERS OF THE VFD. When the VFD is ready to operate the letters "rdy" will appear in the LED screen in the upper right of the VFD. During operation the LED screen will display the motor speed (in Hz.) and direction (positive number is a commanded move up, negative number indicates a commanded move down). Custom Industrial Products. Inc. 7802 l-llis Road, Melbourne. FI 329114 Pli: (321) 728-3355 Fax: (321) 728-3352 26 10. Programmable Logic Controller(PLC): The PLC monitors the condition of each switch to control the operation of the unit. The PLC commands the VFD to move the motor and determines if the platform should travel at normal or low speed. The PLC also controls the activation of the Gate Release Relays and monitors for fault conditions. The PLC has a series of LED indicators on the face to monitor the inputs, outputs and status condition of the PLC. Inputs: The input indicators will show when an input point on the PLC has been activated. (Refer to the Troubleshooting section(Section 1 1) or the schematic diagram in Section 1 I for additional information) Outputs: The output indicators will show when the PLC has activated an output. (Refer to the Troubleshooting section(Section 11) or the schematic diagram in Section 1 1 for additional information) PWR Indicator: ON (green)when power(24vdc) is applied to the PLC RUN Indicator: ON (green)when the program is running. This should always be ON. ERR Indicator: Flashes red when the PLC tries to execute an un-executable command or has no program. The ERR indicator is ON when the unit is in FAULT STAT Indicator: Not used The PLC has no parameters requiring adjustment by maintenance or an operator. DO NOT ATTEMT TO ADJUST THE PROGRAMMING OR PARAMETERS OF THE PLC. 11. PLC Expansion Module: The PLC Expansion Module allows for additional Input and Output points to the PLC to accommodate additional levels and options. The PLC Expansion Module has LED indicators to monitor the activation of the additional inputs and outputs. (Refer to the Troubleshooting section (Section 1 I )or the schematic diagram in Section 1 I for additional information) 11.4 Other Electrical Components: Over-Travel Switch: The Over-Travel Switch is located above the Position Switch for the top level and is used to prevent the lift from damaging itself in the event of a Position Switch failure at the top level. This switch is wired NORMALLY CLOSED and will stop operation when activated. The Over-Travel Switch is mounted to the same bracket as the upper level position switch. The spacing between these switches remains fixed. NOTE: It is important to position the upper level Position Switch properly to insure activation of the Over-Travel Switch before the carriage contacts the Drive Header Position Switches: Position Switches are located at each level to indicate to the PLC the carriage has reached the level. There is one (1) Position Switch per level. The Position switches are wired NORMALLY OPEN. Each Switch is mounted to an adjustment bracket. The bracket should be positioned such that the platform is flush to the floor level when the unit comes to a stop. To change the position of the adjustment bracket: 1. Loosen the two (2)bolts securing the bracket to the uni-strut(do not remove). 2. Move the bracket up or down the desired amount of adjustment. 3. Tighten the bolts. 4. Test the stop position of the unit. Slow-Zone Switches: Each level has Slow Zone Switches to reduce the speed of the carriage as it approaches the level at which it will stop. The top and bottom levels are each equipped with one (1) switch and the intermediate levels are equipped with two (2) for use in either direction of travel. The Slow-Zone switches are wired NORMALLY OPEN. Each switch is mounted to an adjustment bracket. The bracket should be adjusted to position the Slow-Zone switch eight (8) inches from the Position Switch (actuator to actuator). This distance is based on the standard operating speed of a medium (5000 pound) unit. Larger capacity or higher speed units may need to be adjusted from, this based on the installation requirements, to achieve a smooth deceleration. To change the position of the adjustment bracket: 1. Loosen the two (2)bolts securing the bracket to the uni-strut(do not remove). 2. Move the bracket up or down the desired amount of adjustment. 3. Tighten the bolts. 4. Test the unit. ('ustom Industrial Products. Inc. 7862 Ellis 16ad, 'Melbourne. FI_. 31-9114 Ph: (321 ) 728-3355 Fay: (321) 728-3352 27 Slack Cable Switches: Each lift is equipped with one or more switches to detect tension on the drive cables. The number and location of the switches varies with the lift configuration. The lift will not operate if the cables are detected to be slack and will induce a fault condition (refer to Faults, Section 15). Refer to the schematic diagram in Section 15 for connection and operation details Gate Interlocks: The Gate Interlocks serve a dual function. The Gate Interlock mechanically secures a gate when the lift is in operation to prevent unintended access and contains a switch to signal the gate is closed. The Gate Interlocks are available in ® single gate or dual gate configurations Mechanical Latch: The latching mechanism in the Gate Interlock consists of a spring-loaded pivot bar with one (single gate) or two (dual gate) claws which capture the Keeper mounted to each gate. The Gate Solenoid pulls on the pivot bar via a small steel cable to release the Keeper, allowing the Gate to open. Proper Contac_ .; adjustment of the Gate Interlock is critical to properly securing the Gate for operation. Electrical Switch: Each Keeper has a metal tip which presses against the contacts of the electrical switch inside the Gate interlock when the Gates are closed and properly secured by the latch portion of the Interlock. Dual Gate Interlocks contain two switches connected in series, requiring both Gates to be properly secured before operation of the lift. Interlocks should be adjusted to insure proper contact of the switches. Gate Solenoid: The Gate Solenoid pulls the cable to release the Gate Interlock when electricity is applied by the corresponding Gate Release Relay. When the relay is activated 110VAC control voltage is sent to engage (pull) the solenoid. The spring loaded pivot arm in the Gate Interlock will extend the solenoid when it is released. Electric Brakemotor: Each lift is equipped with an electric motor. The motor is equipped with an electric brake to secure the load when there is no power applied to the motor. The motor is attached to a gearbox to reduce the motor speed and increase the lifting capacity. The motor and gearbox are matched and sized specific to the lift requirements. Contact a factory authorized servicing agent for assistance before attempting to service or repair the motor, gearbox or brake. (Maintenance can be performed in accordance with this manual) Custom Industrial Pro(hicts. Inc. 7862 Ellis Road, 1Ielbourne. FI. 32904 I'li: (321) 725-3355 Fay: (321) 725-3352 11\1 11-1111 11 28 11.5 Optional Devices In Motion Alert: Provides audible and or visual indicator while the lift is in motion. Refer to the schematic diagram in Section 15 for connection and operation detail. Arrival Alert: Provides an audible alert when the carriage arrives at the desired level. Refer to the schematic diagram in Section 15 for connection and operation details Carriage Gates: Secondary gates on the carriage platform are available. They require additional interlocks to allow the lift to operate. Refer to the schematic diagram in Section 15 for connection and operation details Powered Roll-up Door Interfacing: When the application requires the use of Powered Roll-Up Doors the interfacing option allows the lift to verify doors are closed and interlock the door controllers to prevent operation when the lift is not at the proper floor. Refer to the schematic diagram in Section 15 for connection and operation details. Motor Circuit Breakers: Only required when using a dual motor application (FP Series and DM Series lifts). These circuit breakers are used to protect the motor circuit and must be in the ON position before applying power to the lift. Failure to do so will result in a fault on the VFD 11.6 Detailed Sequence of Operation The following is a description of the operation of 1 lift motion in the Automatic Mode, starting at a level. Also reference the schematic diagram in Section 15 for additional details. 1. Main Disconnect Switch ON applies power to the unit. a. Fuses in Main Disconnect Switch Provide over-current protection. b. Power applied to Main Circuit Breaker. 2. Main Breaker ON. a. VFD Powers up and enters Auto-Tune. b. Provides Power to Control Circuit Breaker. 3. Control Circuit Breaker ON. a. Powers 24VDC Power Supply. b. Powers Solenoid Transformer. c. Provides Brake Rectifier Power. 4. 24VDC Power Supply ON. a. Powers PLC. b. Power to all Switches. 5. Release all Emergency Stop Pushbuttons. a. E-Stop Relay(CRI) engages. i. Signal PLC the E-Stop circuit is clear(PLC Input 0/4). ii. Completes the signal path for PLC "Run Up" and "Run Down" commands to the VRC. 6. PLC Detects which levels and options are activated(PLC Inputs 0/0, 0/1, 1/0, 1/l, '/2, 1/14, 2/0, and 2/1). 7. PLC monitors for fault conditions(PLC Input 0/3, 0/4, and 0/5). 8. PLC detects all gates are closed(PLC Inputs 0/6, 0/7, 1/3, '/, 1/13, 2/2, and 2/3). 9. Press a Call Level pushbutton. a. PLC detects which pushbutton was pressed(PLC Input 0/8, 0/9, 1/5, 1/6, 2/4, and 2/5). b. PLC sets the"Target Level". c. PLC compares the"Target Level"to the "Current Level"to set direction of movement. 10. PLC sets a"Run" output(PLC Output 0/1=UP, 0/2=DOWN), "In Motion" output (PLC Output 0/8) and "Brake Release"output(PLC Output 0/9). ('ustoni Indnstrial Proclncts. Inc. 7802 Ellis Road. Nlclbonrnc. FI 329114 I'll: (321) 728-33;5 Fa\: (321) 728-3352 29 11. "Run" signal passes through the E-Stop Relay(CRI)to the VFD (UP signal to LI1, DOWN Signal to LI2). 12. VFD energizes the Motor to rotate in the commanded direction. a. VDF closes an internal Relay R2 to complete the "Brake Release" signal from the PLC to activate the Brake Release Relay(CR2). i. Brake Rectifier Powered. ii. Brake releases. b. Motor rotates. 13. PLC monitors for the Slow Zone Switch prior to the "Target Level" in the direction of travel (PLC Inputs 0/12, 0/13,1/9, 1/10, 1/11, 1/12, 2/8, 2/9, 2/10, and 2/11) to be activated. 14. Lift Carriage Activates the Slow Zone Switch. a. PLC commands "Slow Speed" (PLC Output 0/3) to the VFD (LI3). i. Motor Slows to '/ speed. b. PLC monitors for the activation of the "Target Level" Position Switch (PLC Inputs 0/10, 0/11, 1/7, 1/8, 2/6, and 2/7). 15. Lift Carriage Activates Position Switch. a. PLC Release the "Run" (Output 0/1 or 0/2), "Slow Speed" (Output 0/3), "In Motion" (Output 0/8) and "Brake Release" (Output 0/9) outputs. i. Motor Stops. ii. Brake Release Relay(CR2) releases to engage the brake. b. PLC activates the Level Indicator Light inside the pushbuttons for the appropriate levels (PLC Outputs 0/4, 0/5, 1/0, 1/1, 2/0, and 2/1). c. PLC saves new"Current Level". d. PLC pulses the "Audible Arrival Alert"output(PLC Outputs 1/4, 1/5, 1/61, 1/7, 2/4 and 2/5). 16. PLC Monitors for Call Level Button to be activated. a. If the Call Level = "Current Level"the PLC will set the appropriate "Door Open" output (PLC Outputs 0/6, 0/7, %2, 1/3, 2/2 and 2/3)NOTE: This Output Resets after 8 seconds when using Standard Gates and at the start of the next motion when using the Optional Powered Door Interface. i. Activates the respective Gate Relay(CR3through CR8). 1. Energizes the respective solenoid(DOOR SOLI through DOOR SOLE). 2. Gate Interlock releases to open the Gate. b. If the Call Level is different from the "Current Level"the lift will initiate a motion to the new "Target Level" (refer to Steps 9 through 15). 17 The PLC is continually monitoring for a fault condition, Activation of an Emergency Stop pushbutton or an opening of any Gate. If any are detected: a. Any motion in progress is stopped and the commanded motion reset. b. Appropriate indicators are activated : i. E-Stop: Pressed E-Stop lights and all other pushbuttons blank. ii. Fault: All Call Level pushbuttons begin to flash. iii. Gate Open: The Call Level buttons corresponding to the level of the open gate flash. (If the Platform Gate is the opened gate the Call Level buttons for the Carriage current position will flash, or the pushbuttons corresponding to the level above AND the level below if the Carriage is between levels.) 11.7 Operator Indicators Operator Indicators provide the operators with information on the position and status of the lift. 1. CALL LEVEL 1 through CALL LEVEL 6: a. ON: Lift platform is at the level indicated b. Flashing: The Gate at the level indicated is open(on units with Platform Gates the Platform Gate may be the gate not closed properly) C'uktc in h! liko-ial Products. 111c. 780 1 His Road. 11elbourne. 1-1 3-1Q04 Ph: (321) 728-3355 Y ax: (32 1) ;28-3352 41 k16 t M \,1 NM !1 ! 30 2. All of the CALL LEVEL Pushbuttons are flashing: The lift has gone into a Fault Condition. Do Not Attempt to operate lift. Refer to the Troubleshooting Section 15. 3. None of the CALL LEVEL lights lit a. Lift Platform is between levels, Press a CALL LEVEL pushbutton to move to a level b. An Emergency Stop pushbutton is pressed, release the Emergency Stop pushbutton which is lit 11.8 Basic Troubleshooting 1. None of the CALL LEVEL lights are lit: a. Lift Platform is between levels, Press a CALL LEVEL pushbutton to move to a level b. Emergency Stop pushbutton is pressed, release the Emergency Stop pushbutton which is lit 2. Emergency Stop Button does NOT light when pressed: Check 24VDC Power Supply 3. Lift Platform at a level but no CALL LEVEL indicator light: Emergency Stop pushbutton is pressed, release the Emergency Stop pushbutton which is lit 4. All CALL LEVEL lights are flashing The unit is in a FAULT Condition, refer to the Advance Troubleshooting Section 11.9 Advanced Troubleshooting 11.9.1 Fault Indicators: When the unit detects a fault condition it will immediately cease moving and begin to flash all of the Call Level pushbuttons. Possible causes of a fault condition are: • Over Travel Switch Activated: PLC Input 0/3 (Base Unit) will go OUT if the Over-Travel Switch has been activated. Refer to Recovering from an Over-Travel in Section 15. • Slack Cable Condition: PLC Input 0/2 will go OUT if any of the Slack Cable Switches have been released. The condition of the individual switches may be checked at the DIN Rail. Refer to the schematic Diagram in Section 15 for location details. • Position Switch Failure: If two Position Switches are activated at the same time, or the unit did not see the target floor level before reaching the next level the unit will fault. (Refer to the PLC UO chart for PLC Input locations to check) • Call Button Failure: If two Call Level pushbuttons are engaged at the same time (indicating one is stuck) a fault will occur. (Refer to the PLC UO chart for PLC Input locations to check) • VFD Fault: Check PLC Input 0/5 (Base unit). If the indicator is OFF the VFD has detected a fault and halted operation. The VFD will also display a fault code. Refer to VFD Fault codes for additional information. 11.9.2 PLC LED Indicators Referring to the LED Indicators on the PLC and Expansion Modules will provide a detailed look at the operation of the lift. Refer to the following charts for descriptions of the PLC UO and Status Indicators as well as the schematic diagrams in Section 15 for additional detail INPUTS Base Module-Module"0" INPUT# IDESCRIPTION OPERATION 0 Maintenance Mode On when in Maintenance mode. Refer to Using Maintenance Mode (Section 4). 1 Manual Mode On when in Manual Mode. Refer to Changing Operational Modes (Section 4). 2 Slack Cable Switches On when all Slack Cable Switches are engaged. Must be ON to operate. C i(tit(liil In(lntifl'1211 Products. Inc. 7802 111i. Road, 1Ielbonrne. FI 320114 I'li: (321) 728-3355 Fa-A: (321) 728-3312 31 INPUT# DESCRIPTION OPERATION 3 Over-Travel Switch On when Over Travel Switch is not activated. Must be ON to operate. 4 E-Stop Clear On when all E-Stop pushbuttons are released. (Refer to Schematic in Section 15 for details)Must be ON to operate. 5 Drive Fault On when Drive is not in fault.Must be ON to operate. 6 Gate Switch- Level 1 On when the Gate at Level 1 is closed.Must be ON to operate. 7 Gate Switch-Level 2 On when the Gate at Level 2 is closed.Must be ON to operate. 8 Call 1 On when any Call Level 1 pushbutton is pressed. 9 Call 2 On when any Call Level 2 pushbutton is pressed. 10 Position Switch 1 On when the Carriage reaches Level 1 and activates the switch. 11 Position Switch 2 On when the Carriage reaches Level 2 and activates the switch. 12 Slow Switch- Level 1 On when the Slow Zone Switch for Level 1 is activated to initiate slowspeed approach. 13 Slow Switch- Level 2 (up) On when the Slow Zone Switch for Level 2 (traveling in the up direction) is activated to initiate slowspeed approach. EXPANSION MODULE 1-Module "1" (3-4 STOP/SPECIAL 2 STOP) INPUT# DESCRIPTION OPERATION 0 Activate Level 3 On to activate Level 3 of the Lift. 1 Activate Level 4 On to activate Level 4 of the Lift. 2 Activate Platform Gate On to utilize the optional Platform Gate. 3 Gate Switch- Level 3 On when the Gate at Level 3 is closed.Must be ON to operate only i Ex ansion Module 1 Input 0 is On. 4 Gate Switch- Level 4 On when the Gate at Level 4 is closed. Must be ON to operate only i Ex ansion Module I Input I is On. 5 Call 3 On when any Call Level 3 pushbutton is pressed. 6 Call 4 On when any Call Level 4 pushbutton is pressed. 7 Position Switch 3 On when the Carriage reaches Level 3 and activates the switch. 8 Position Switch 4 On when the Carriage reaches Level 4 and activates the switch. 9 Slow Switch- Level 2 (down) On when the Slow Zone Switch for Level 2 (traveling in the down direction) is activated to initiate slow speed approach. 10 Slow Switch- Level 3 (up) On when the Slow Zone Switch for Level 3 (traveling in the up direction) is activated to initiate slowspeed approach. 11 Slow Switch- Level 3 (down) On when the Slow Zone Switch for Level 3 (traveling in the down direction) is activated to initiate slowspeed approach. 12 Slow Switch- Level 4 (up) On when the Slow Zone Switch for Level 4 (traveling in the up direction) is activated to initiate slow speed approach. 13 Gate Switch- Platform On when the Gate on the Platform is closed.Must be ON to operate only if Expansion Module 1 Input 2 is On. 14 Activate Powered Doors ON To Activate Optional Power Door Interfacing. 15 Future Expansion EXPANSION MODULE 2-Module "2" (5-6 STOP) INPUT# DESCRIPTION OPERATION 0 Activate Level 5 On to activate Level 5 of the Lift. I Activate Level 6 On to activate Level 6 of the Lift. 2 Gate Switch- Level 5 On when the Gate at Level 5 is closed. Must be ON to operate only if Expansion Module 2 Input 0 is On. Cttctoln 111th-trial Prodticts. hic. 786-1 Hlis 1�oad- Nlelhottrne. Fl, 32904 Pb: (321) 7"_8-3355 FaN: (321) 28-3352 „r 32 3 Gate Switch-Level 6 On when the Gate at Level 6 is closed.Must be ON to operate only if Expansion Module 2 Input 1 is On. 4 Call 5 On when any Call Level 5 pushbutton is pressed. 5 Call 6 On when any Call Level 6 pushbutton is pressed. 6 Position Switch 5 On when the Carriage reaches Level 5 and activates the switch. 7 Position Switch 6 On when the Carriage reaches Level 6 and activates the switch. 8 Slow Switch- Level 4 (down) On when the Slow Zone Switch for Level 4 (traveling in the down direction) is activated to initiate slowspeed approach. 9 Slow Switch- Level 5 (up) On when the Slow Zone Switch for Level 5 (traveling in the up direction) is activated to initiate slowspeed approach. 10 Slow Switch- Level 5 (down) On when the Slow Zone Switch for Level 5 (traveling in the down direction) is activated to initiate slow speed approach. 11 Slow Switch- Level 6 On when the Slow Zone Switch for Level 6 is activated to initiate slow speed approach. 12 Future Expansion 13 Future Expansion 14 Future Expansion 15 Future Expansion OUTPUTS Base Module-Module "0” INPUT# DESCRIPTION OPERATION 0 Future Expansion 1 Run UP ON when PLC commands the VFD to move in the UP direction. 2 Run DOWN ON when PLC commands the VFD to move in the DOWN direction. 3 Slow Speed ON when PLC commands the VFD to move at slow speed (when OFF the lift moves at high speed). 4 Call Light 1 ON to turn on the lights inside of all Call Level 1 pushbuttons (Carriage at level). Flashes to flash the Call Level 1 pushbuttons (Gate 1 Open or Fault condition). 5 Call Light 2 ON to turn on the lights inside of all Call Level pushbuttons (Carriage at level). Flashes to flash the Call Level 2 pushbuttons (Gate 2 Open or Fault condition). 6 Open Gate 1 Turns ON to enable the opening of the Gates or Powered Door at Level 1. When NOT in Powered Door Mode(Expansion Module Input 14 is OFF)the output will reset(OFF) after 8 seconds. 7 Open Gate 2 Turns ON to enable the opening of the Gates or Powered Door at Level 2. When NOT in Powered Door Mode(Expansion Module Input 14 is OFF) the output will reset(OFF) after 8 seconds. 8 In Motion Alert Turns ON during a commanded motion to activate the optional In MotionAlert. 9 Motor Brake Turns ON during a commanded motion to send the signal to the Brake Release Release Relay(goes through R2 of the VFD) EXPANSION MODULE 1-Module "1" (3-4 STOP/SPECIAL 2 STOP) INPUT# DESCRIPTION OPERATION 0 Call Light 3 ON to turn on the lights inside of all Call Level 3 pushbuttons (Carriage at level). Flashes to flash the Call Level 3 pushbuttons (Gate 3 Open or Fault condition.) -T- Call Light 6 ON to turn on the lights inside of all Call Level 6 pushbuttons (Carriage at level). Flashes to flash the Call Level 6 pushbuttons (Gate 6 Open or Fault 01"toln lndlistrial Prodtict,�. hic. '17862 Flus 12(,.1(1, Velhonrne, FL 32004 Ph: (31-1 ) 28-3355 Fax: (321 ) -28-335' 33 INPUT# DESCRIPTION OPERATION condition) 2 Open Gate 5 Turns ON to enable the opening of the Gates or Powered Door at Level 5. When NOT in Powered Door Mode (Expansion Module Input 14 is OFF) the output will reset(OFF) after 8 seconds 3 Open Gate 6 Turns ON to enable the opening of the Gates or Powered Door at Level 6. When NOT in Powered Door Mode (Expansion Module Input 14 is OFF) the output will reset(OFF) after 8 seconds 4 Arrive Alert Level 5 Pulses on for 500ms to trigger the optional Arrival Alert for Level5 5 Arrive Alert Level 6 Pulses on for 500ms to trigger the optional Arrival Alert for Level 6 6 Future Expansion 7 Future Expansion PLC STATUS INDICATORS • PWR Indicator: ON(green) when power(24vdc) is applied to the PLC • RUN Indicator: ON (green) when the program is running. This should always be ON. • ERR Indicator: Flashes red when the PLC tries to execute an un-executable command or has no program. The ERR indicator is ON when the unit is in FAULT • STAT Indicator: Not used VRC CODES The VRC is equipped with an LED screen to provide information on the status of the drive. The following tables lists the operational codes and fault codes. CODE DESCRIPTION FUNCTION rdY Ready Lift is ready to function 15 Motor Speed Lift moving up at LOW speed 60 Motor Speed Lift moving up at HIGH speed -15 Motor Speed Lift moving down at LOW speed -60 Motor Speed Lift moving down at HIGH speed bLF Brake Release Motor did not energize enough to release the brake, check motor connections InF Internal Fault Drive failure, check for electromagnetic interference or replace the Drive OCF Over-Current Lift over loaded or bound OHF Drive Overload Drive overloaded or overheated OLF Motor Overload Motor overloaded or overheated OPF Motor Phase Failure Loss of output phase from the controller or improper connections to the motor PHF Input Phase Failure Loss of an input power phase SCF Motor Short Circuit Inspect motor and connections WN Tuning Occurs at power-up of the drive, lasts 3 to 5 seconds. This is normal operation. tnF Tuning Fault Drive detected an error during the WN process. Check motor connections USF Under-voltage Line supply too low or transient voltage dip If the VRC is not operating properly and displays codes other than those listed above consult a factory authorized servicing agent for assistance. To Clear a VRC fault: 1. Verify the gates are secured 2. Turn OFF the Main Disconnect.ALWAYS USE PROPER LOCK-OUT/TAG-OUT PROCEDURES 3. Inspect and correct any deficiencies as indicated in the VRC CODES chart. 4. Inspect the unit for safe operating conditions 5. Turn ON the Main Disconnect ( tt"tole hidll�trhll Prod(Jct`. 1111'. 7;Se,2 1711€c 1�01t1. 01c1b+rtwt1e. 11. 32904 1111: (3'1 ) 728-3355 l ,ti: (3'1) 728-3352 I" 1 �l {zll � t�t� `.1 f� �• �1 1ti! 01 1 11�• �;;� _. 34 6. Resume Operation If the fault does not clear consult a factory authorized servicing agent for assistance. ADJUSTING THE VRC If the unit is not operating correctly and the VFD set-up is suspected, or the VFD is going into a FAULT condition that is not able to be cleared using the procedures in the Troubleshooting Section (Section 1 1) consult a factory authorized servicing agent for assistance. DO NOT ATTEMT TO ADJUST THE PROGRAMMING PARAMETERS OF THE VFD. ADJUSTING THE PLC The PLC has no parameters requiring adjustment by maintenance or an operator. DO NOT ATTEMT TO ADJUST THE PROGRAMMING OR PARAMETERS OF THE PLC. MODES OF OPERATION The Lift is capable of operating in 3 different modes, Automatic Mode, Manual Mode, and Maintenance Mode. In Automatic Mode the Call Station Pushbuttons are used to signal at which level the platform is currently positioned and to send the platform to another level. Press and release the pushbutton and the unit will complete a move automatically. Refer to Section 4 of this manual for additional information on Automatic Mode Operation. The Manual Mode of operation requires the Call Level pushbutton of the target level to be to be held in during the complete motion of the platform. Releasing the call button at any time will stop the motion of the platform. Pressing the appropriate pushbutton will resume operation in the desired direction. During Manual Mode operation the platform will automatically come to a stop when it has reached the appropriate level. Refer to Section 4 of this manual for additional information on Manual Mode Operation The Maintenance Mode is available to skilled qualified technicians for use in fault recovery, installation and repairs. This mode is only to be used by qualified technicians using extreme care only. WARNING: • DO NOT OPERATE THE LIFT IN THIS MODE. • WHEN NOT ATTENDED BY A QUALIFIED TECHNICIAN,A UNIT IN THIS MODE SHOULD BE LOCKED OUT TO PREVENT INADVERTANT USE OR ACCESS. • WHEN USING MAINTENANCE MODE IT IS IMPERATIVE TO FOLLOW ADDITIONAL SAFETY STEPS AND USE EXTREME CAUTION. • INSURE WORK AREA ON ALL LEVELS IS CLEAR. • SECURE GATES OR TAKE EXTRA STEPS TO PREVENT UNINTENDED ACCESS TO THE LIFTWAY. • CAREFULLY OBSERVE THE LIFT DURING OPERATION. • DO NOT LEAVE A UNIT IN MAINTENANCE MODE UNATTENDED. • DO NOT ALLOW OPERATORS TO USE THE LIFT IN THIS MODE. • ALWAYS MONITOR ROTATIONAL DIRECTION OF THE MOTOR. Maintenance Mode Controls: When using the Maintenance Mode the majority of the switches, including the Gate, Slow Zone and Position switches, are bypassed for installation of the lift and the ability to recover from a fault. The controls to move the lift up and down are set for manual operation and require the pushbutton to be held for the duration of the motion. C'115to►n 111(justri,11 Products. hw. 7862 Fllk 1Zoad. NIC11)ourne. FL 31904 Ph: (321) 728-3355 F a\: (321) 728-33-52 35 Call Level Pushbuttons All: When a Call Level pushbutton is pressed the PLC will trigger the Gate Release for that level Call Level 1: In addition to releasing the gate at Level 1, pressing and holding the Call Level 1 pushbutton will command the motor to move in the DOWN direction at low speed. Releasing one of the Slack Cable switches will stop downward motion. Call Level 2: In addition to releasing the gate at Level 2, pressing and holding the Call Level 2 pushbutton will command the motor to move in the UP direction at low speed. Activating the Over-Travel switch will stop upward motion. CHANGING OPERATIONAL MODES The operational mode is determined by the addition/removal of jumpers at the Terminal Strip. Terminal Blocks 24 and 25 determine the mode as follows • Automatic Mode: No connections at TB24 or TB25 • Manual Modes: Install Jumper between TB25A and TB25B • Maintenance Mode: Remove Manual Mode Jumper(if installed), Install Jumper from TB24A to TB24B RECOVERY FROM THE OVER-TRAVEL CONDITION IMPORTANT NOTE: When using the Maintenance Mode it is imperative EXTREME CAUTION is used. This procedure will bypass all safety features. Securing the gates to prevent access during this operation is strongly recommended. ONLY TRAINED TECHNICIANS SHOULD ATTEMPT THIS PROCEDURE 1. Secure the unit as necessary to prevent unintended access 2. Inspect the unit for safe operating conditions 3. Put the unit in MAINTENANCE MODE 4. Press the Call Level 1 pushbutton(Down) USE EXTREME CARE AND CAREFULLY OBSERVE THE MOTOR TO VERIFY THE LIFT IS MOVING DOWN AND NOT CONTINUING TO DRIVE INTO THE HEADER ASSEMBLY 5. Once the platform has lowered past the Over-Travel Switch and the Position Switch for the top level release the Call Level 1 pushbutton. 6. Inspect the Position Switch at the top level and correct the condition which led to the Over-Travel fault. 7. Inspect the Carriage and Header for damage. 8. Remove the Maintenance Mode Jumper and set desired operating mode 9. Test RECOVERY FROM THE SLACK CABLE CONDITION IMPORTANT NOTE: When using the Maintenance Mode it is imperative EXTREME CAUTION is used. This procedure will bypass all safety features. Securing the gates to prevent access during this operation is strongly recommended. ONLY TRAINED TECHNICIANS SHOULD ATTEMPT THIS PROCEDURE 1. Secure the unit as necessary to prevent unintended access 2. Inspect the unit for safe operating conditions 3. Put the unit in MAINTENANCE MODE 4. Press the Call Level 2 pushbutton(Up) USE EXTREME CARE AND CAREFULL Y OBSER VE THE MOTOR TO VERIFY THE LIFT IS MOVING DOWNAND NOT CONTINUING TO DRIVE INTO THE HEADER ASSEMBLY 5. Once the cables have tightened and the platform started to rise, release the Call Level 2 pushbutton 6. Inspect the Level 1 Position Switch, the Guide Rails and under the platform and correct the condition which led to the Slack Cable fault 7. Remove the Maintenance Mode Jumper and set desired operating mode 8. Test Co"tofr. 111c1Tfstrial Pri"hiet'. Iffe. %8h2 1711is ;�M-1 i. Nlelholfrne. F1 3240-1 Plf: (321 ) 728-3355 1'a1: (321) 728-3351 36 12 Limited Warranty Custom Industrial Products,Inc.(CIP)warrants this Vertical Reciprocating Conveyor(VRC),against defects in material and workmanship under normal,intended use as follows;Two(2)years Parts and Ninety(90)days Labor on the motor/gear reducer(Motor/Gear Reducer is defined as the lifting drive motor/gearbox assembly and does not include any other motors/components);One(1)year Parts and Labor on manufactured components/mechanical parts,excluding the wire rope/chain(Manufactured components/mechanical parts are defined as those components manufactured and/or assembled by CIP not covered/excluded by other sections of this warranty);and Ninety(90)days Parts and Labor on electrical components/parts(Electrical items are defined as control panel,control panel components,switches,and electro-mechanical interlocks supplied by CIP) The warranty effective period begins 30 days after the shipment date or the date when the equipment is placed in service(whichever comes first). All claims must be received by CIP within the warranty time period.When contacting CIP during outside of our regular business hours(M-F,8:00am -5:00pm Eastern except holidays)we ask that you contact us by facsimile or by phone the next business day.The obligation of Custom Industrial Products,Inc.and the maximum liability of Custom Industrial Products,Inc.under this Limited Warranty is limited to the replacement or repair of the defective components at the CIP factory or another location at CIP's discretion.This is the owner's sole remedy. All claims under this limited warranty must be submitted in accordance with the CIP Warranty Pre-authorization,Return Authorization,and Warranty Invoicing procedures.Failure to properly comply with these procedures will result in the denial of the warranty claim. Issuance of an authorization number does not guarantee approval and/or payment. This warranty may not be modified or extended except by written authorization from Custom Industrial Products,Inc.The warranty and remedies set forth above are exclusive and in lieu of all other warranties,remedies and conditions,whether oral or written,express or implied.Custom Industrial Products,Inc.specifically disclaims any and all implied warranties,including,without limitation,warranties of merchantability and fitness for a particular purpose. IMPORTANT! The "Acceptance of Installation and Operation Warranty Validation" form must be received by Custom Industrial Products,Inc.within 30 days of shipment in order to validate this LIMITED WARRANTY. It is the owner's responsibility to submit this form,failure to do so can result in denial of warranty claims. Exclusions Exclusions to this limited warranty include,but are not limited to: This warranty does not apply to components considered consumables or wear items.These are items that have a limited serviceable life and wear or are consumed through normal operation of the unit.These items include but are not limited to:lifting chains,wire rope,gate keepers,rollers, lubricants,etc. This warranty will not apply to CIP supplied equipment or parts directly or indirectly damaged in transit/shipping,or due to abuse,improper installation/repair,lack of maintenance,misuse,impact,negligence,fire,flood,accidents,vehicle impact,or that have been modified,altered or repaired without the prior written authorization of CIP,or used in a manner contrary to the manufacturer's limitations or recommendations. Custom Industrial Products,Inc.will not be liable for any loss,injury,or damage to persons or property,nor for direct,indirect or consequential damages of any kind resulting from failure or defective operation of the equipment covered by this limited warranty. There is no warranty for equipment,parts,or components not supplied by CIP Labor is defined as a maximum of two hours travel per call,plus reasonable on-site repair time as determined by CIP.Claims for labor in excess of this will not be honored. Installation is not covered under this warranty.Damages or improper performance due to improper installation is not covered under this warranty. For questions or problems regarding installation,contact your installer for assistance. CIP makes no warranty or representation with respect to the compliance with state or local safety or product standard codes.Failure to comply with such codes shall not be considered a defect of material or workmanship under this warranty.CIP is not responsible for any direct,indirect,or consequential damages resulting from non-compliance. IMPORTANTI It is the owner's responsibility to properly install,operate,maintain,and inspect the equipment in accordance with the manufacturer's"Owner /Operator's Manual".Failure to do so will void this warranty.Any equipment not in safe operating condition shall be removed from service until it is repaired to the original equipment manufacturer's standards.No modifications or alterations are to be made to the equipment without prior written CIP factory authorization.Any modifications or alterations without prior written CIP factory authorization will void this warranty. Custom Industrial Products,Inc.(CIP),as the manufacturer,sincerely hopes that you do not experience problems with the equipment.If you do, the following procedures must be followed: WARRANTY REPAIR PRE-AUTHORIZATION All warranty work must be pre-authorized by CIP prior to starting work. Cu'Iolll Ind Usti-i"II PI-oduct`. Inc. 7862 Ellis Road, NIelhuurne. F-1 329114 Ph: (321 ) 728-335 Fav (32 1) 728-3352 MUNI R k' :f !`.I \! { lig°t t��. ; =+:1 37 CIP will need to determine the cause of the problem,who should be doing the work,and what is involved. If CIP authorizes your organization or your subcontractor to do the work,you will be given a Warranty Pre-Authorization Order which must be referenced on all subsequent paperwork. When contacting CIP outside of our regular business hours(M-F,8:OOam-S:OOpm Eastern except holidays)we ask that you contact us by facsimile or by phone the next business day. Issuance of an authorization number does not guarantee approval and/or payment. WARRANTY PARTS RETURN AUTHORIZATION CIP reserves the right to examine any defective part prior to replacement and may request it be returned to CIP for examination. All parts/components returned for evaluation as part of a warranty claim must be pre-authorized by CIP and a Return Authorization Number(RA#) given prior to return to CIP. Part/Components should be sent to: Custom Industrial Products,Inc 360 East Drive Melbourne,Florida 32904 The RA#should be prominently displayed on all packages sent to CIP All parts/components must be received by CIP within 15 calendar days of the issuance of the RA#.Failure of the parts/components to be received may result in the denial of the warranty claim. The RA#must be referenced on all subsequent paperwork/correspondence. Any parts/components determined to be defective will be repaired or replaced,at the sole discretion of Custom Industrial Products,Inc.,under the terms of the limited warranty. CIP may,at their sole option,pay for the shipment of the part if it is shipped via ground;if the owner requests that the shipment be sent via express freight,the additional shipping costs incurred will be paid for by the owner. Issuance of an authorization number does not guarantee approval and/or payment. *IMPORTANTI Any items being returned must have a Return Authorization(RA#).Any and all shipments will be refused without proper documentation and/or prior CIP factory authorization. INVOICES All billing must be in accordance with our warranty procedures. Invoices must be submitted for approval within 30 days from the date the work is completed.If approved,payment will be made within 30 days from the date of approval. A deduction for warranty services/parts from outstanding payments due to CIP is NEVER authorized and will result in a 10%processing fee. Invoices received without sufficient information will be returned.They will be reconsidered for approval if complete documentation is received within 30 days of the completion of work.All invoices must include the following: ✓ Warranty Pre-Authorization Number ✓ CIP's Serial Number for the equipment ✓ Date work was performed ✓ Detailed descriptions of the problem and repairs performed ✓ Labor hours per problem ✓ Rate per hour ✓ Travel time incurred ✓w Copies of receipts for materials purchased locally or labor subcontracted ✓ Customer signed approval of completed work Invoices will not be paid without a Warranty Pre-Authorization Order. COMMENTS CIP is not responsible for payment on any warranty claims for parts,labor,or associated charges prior to our approval. Local purchase of components must be pre-authorized. CIP,at its sole discretion,reserves the right to use alternate organizations where distance and/or experience demonstrate it to be more cost- effective. Labor is defined as a maximum of two hours travel per call,plus reasonable on-site repair time as determined by CIP. C}nstonl llldustrial PI'odUcts. Iuc. 7802 Ellis Road. 'Melbourne. I'I 32904 Ph: (32 1 ) 728-3355 Fat: (321) 725-3352 38 13 Inspections The following items should be checked upon initial start-up in conjunction with the installation checklist and every six months thereafter. There are two copies of this sheet for your convenience. It is the responsibility of the owner to make copies of this sheet as needed. ITEM CHECK WHAT TO LOOK FOR nditions: grease leakage, heat discoloration, Motor Header Inspect bearing for abnormal co etc. Check torque on taper grip bushing. Re-torque to specifications (Refer. 13.1). Check tightness of all mounting hardware. Wire Rope Cable Worn, frayed or damaged cable. Check for proper spooling of cable on drum. Be sure cable does not wrap over itself. Guide Roller Mounting Bolts Loose rollers or mounting bolts. Guide Rollers Rollers spinning freely-no excess play between lift and guide rail. Slack Cable Switch Proper tension of cable on switch. Switch functioning properly. Motor Brake Platform carriage does not slip at any level when stopped. Electrical System All pendants operating. Test all safeties: gate switches, over-travel switches, slack cable switches and emergency stop switches. Ensure all switches are adjusted properly.No damaged wires. Motor Gear Oil 80W-90 Check gear oil. Add or change as required. (Refer to Section 14.1) DATE CONDITION INITIALS ('11slotrt Industrial Products. Inc. 7862 Fllit hoed. '\lelbottrne. F1. 32Q04 Ph: (321 ) 728-3355 Fa\: (321) -28-3352 39 The following items should be checked upon initial start-up in conjunction with the installation checklist and every six months thereafter. There are two copies of this sheet for your convenience. It is the responsibility of the owner to make copies of this sheet as needed. ITEM CHECK WHAT TO LOOK FOR Motor Header Inspect bearing for abnormal conditions: grease leakage, heat discoloration, etc. Check torque on taper grip bushing. Re-torque to specifications (Refer. 13.1). Check tightness of all mounting hardware. Wire Rope Cable Worn, frayed or damaged cable. Check for proper spooling of cable on drum. Be sure cable does not wrap over itself. Guide Roller Mounting Bolts Loose rollers or mounting bolts. Guide Rollers Rollers spinning freely-no excess play between lift and guide rail. Slack Cable Switch Proper tension of cable on switch. Switch functioning properly. Motor Brake Platform carriage does not slip at any level when stopped. Electrical System All pendants operating. Test all safeties: gate switches, over-travel switches, slack cable switches and emergency stop switches. Ensure all switches are adjusted properly. No damaged wires. Motor Gear Oil 80W-90 Check gear oil. Add or change as required. (Refer to Sect. 14.1) DATE CONDITION INITIALS 111dirrtril-11 Pl odtict`, 1110. 7862 Ellis Rol(;, `lclbooriie. Fl 321}(14 Pit: {321 ) 728-3355, Fal: (1321) "28-3352 40 14 References 14.1 Capscrew Tightening Torques NOTE: ALWAYS RECHECK BEFORE INSTALL! HSM CYCLO CYCLO CAPSCREWS VIS CAPSCREW TORQUE GRADE 12.9) MODEL HBB BBB MODEL MODEL QTS' SIZE NM LB.FT. 107C Z 6 MIOX14 50 37 115D 6 MlOX14 55 41 203E A 4A,3A,2A 6 M12X16 75 56 207F B 4B,3B,2B 6 M12X16 140 104 215G C 4C,3C,2C 6 M16X20 250 185 307H D 4D,3D,2D 6 M16X20 250 185 3151 E 4E,3E,2E 8 M16X20 250 185 407S 10 M16X20 250 185 415K 10 M16X35 300 223 507L 12 M16X35 300 223 608M 16 M16X35 300 223 Determine Cyclo HBB/BBB Model - Refer to 2"1 segment of the model number. Match the V letter OR first two (number & letter)to the chart above. i Product ID:'- ' t • OutI IIIpI ('ustoni Indu�tri;il Pr��duct�. Inc. 7862 Ellis 1 Boa 1. Melbourne. Fl 321114 Ph: (321 ) 728-3355 Fax: (321) 728-3352 41 14.2 Oil Replenishment and Change Intervals • Maintain proper oil levels at all times. • Check oil quantity every 2500 hours. If the oil is contaminated, burned or waxed, change the oil immediately and flush if necessary. • Under normal operating conditions, oil changes should be made every 5000 hours of operation. The intervals should not exceed two years. • If the unit will be running in a high ambient, high humidity or corrosive environment, the oil will have to be changed more frequently. Consult the factory for recommendations. Motor Output side(HBB) Input side(Cyclo) Size Y 1 Y2 Y3 Y4 Y5 Y6 Y 1 Y2 Y3 Y4 Y5 Y6 AA 0.16 0.16 0.13 0.16 0.29 0.26 G G G G G G A 0.21 0.24 0.18 0.24 0.40 0.37 G G G G G G B 0.26 0.40 0.26 0.40 0.53 0.48 G G G G G G C 0.45 0.55 0.34 0.55 1.24 0.92 0.11 0.11 0.11 0.11 G G D 0.71 0.92 0.53 0.92 1.85 1.45 0.18 0.18 0.18 0.18 G G E 0.92 1.11 0.66 1.11 2.38 1.85 0.24 0.24 0.24 0.24 G G Oil quantity (80W-90) in gallons. 15 Mechanical and Electrical Drawings ('n,toin hides trial Pro(Inct4. kc. 786_' r1lis load. Wlbournc. 111 32904 P}i: (321 ) 728-33;; (13'_11 "28-3351 IX III ' I I i , I ' I 1 ATTENTION INSTALLERS DO NOT INSTALL DOOR KEEPERS UNTIL UNIT IS LEVEL AND BRACED ! , : , I I AFTER THE UNIT IS BRACED AND LEVEL INSTALL THE DOOR KEEPERS I WHEN INSTALLING DOOR KEE;P,ERS, MAKE SURE THAT THE BOTTOM COVER OF THE INTERLOCK IS REMOVED. THEN CENTER THE DOOR KEEPERS IN THE OPENING OF THE INTERLOCK AND IN THE CENTER OF THE LATCHES f TO ENSURE PROPER ENGAGEMENT. (SEE ATTACHED SHEET) DOOR KEEPER 0 01 DOOR KEEPER PLATE 1 'I 0 0 o a ' I I f 1 BOTTOM V � EW SHEET 1 OF 2 lig � ij I I idl�l E fllif DOOR INTERLOCK + DIAGRAM + II. , INTERLOCK KEEPER 6; BOX DOOR KEEPER KEEPER ANGLE OOR DOOR DOOR DOOR CLOSED 10PEN SIDE VIEWS 0 0 o 0 0 U +II BOTTOM VIEW + i SOLINOID DOOR HEADER ASSEMBLY 0 ACTUATOR NTERLOCK BOX I ARM KEEPER KEEPER ADJUSTMENT PLATE NOTE: CENTER DOOR KEEPERS j IN INTERLOCK BOX AFTER UNIT IS LEVEL. I' DOOR u Ili, i FRONT VIEW ' N DISENGAGED/FIRED ENGAGED j (PROPER WORKING POSITION) (NORMAL OPERATING POSITION ) I I I I I I I I I I I GUIDE RAILS I GUIDE RAILS GUIDE RAILS i GUIDE RAILS I I I I RIGHT SIDE VEIW i I I I I I i I I I � I I I SIDE COVER SHOWN , I SIDE COVER SHOWN I REMOVED FOR CLARITY , i REMOVED FOR CLARITY I I I I I I I Ir I Ir' I I I f j�� ✓�� I I I I I I I I I I I I I I I I , • I I � j I I J I I I I I I I GUIDE RAIL ENGAGEMENT]SHOWNI , ABOV , I I GUIDE RAIL I I ENGAGEMENT , SHOWN ABOVE � I i - --- - - ---------- - - - - --- - - --- -- - -- - - - - -- --- -- -- -- - - - -- -- - - - - -- - - i N N DISENGAGED/FIRED ENGAGED (PROPER WORKING POSITION) (NORMAL OPERATING; POSITION) m I I I I I I I I I I I I I I GUIDE RAILS I I GUIDE RAILS GUIDE RAILS I I GUIDE RAILS I I I I I I I I LEFT SIDE VEIW I I I I I I I SIDE COVER SHOWN I I SIDE COVER SHOWN I I REMOVED FOR CLARITY I I REMOVED FOR CLARITY I I � I I I I I I - I I I I I I I I I I I I I I I I I I I I I I ® I I I I I I � I O j0 I O 10 I GUIDE RAIL I I I ENGAGEMENT GUIDE RAIL I I SHOWN ABOVE I I ENGAGEMENT o I SHOWN ABOVE I I I I I I I ECO# DATE REV REVISION RECORD o � 4 IL CHANNEL F❑❑TING MEZZANINE DECK f 1 WALL ANCHOR PLATE i FRAME , ANGLE I CHANNEL F❑❑TING FRAME FRAME ANGLE MEZZANINE ANGLE FLOOR �r Iii FLOOR DECK � I � I � BEAM BEAM THE ILLUSTRATIONS SHOWN ABOVE REPRESENT SOME SUGGESTED' METHODS OF ATTACHING LIFT ENCLOSURE FRAME TO AN EXISTING WALL OR STRUCTURE. ALL REQUIRED ANCHOR BRACKETS ARE TO BE FABRICATED BY INSTALLER, WHEN LIFT IS INSTALLED. ANY MATERIAL REQUIRED THAT IS NOT INCLUDED IN THE "RAW MATERIAL" KIT PROVIDED WITH' THIS Ill L LIFT IS TO BE SUPPLIED BY THE INSTALLER. AVERAGE TWO STOP LIFT SHOULD BE ATTACHED TO WALL OR MEZZANINE STRUCTURE IN TWO PLACES. SUGGESTED INSTALLATION PROCEDURE FOR iMODULAR UNITS ANCHOR BRACKET "RAW MATERIAL" KIT f a. 1, SET CONTAINS DESCRIPTION PART No. QTY. BRACE MOUNTING ANGLE 6141531 2. 3/8"x 3% 16" ANCHOR PLATE A13039 2 3% 1 /4" ANGLE x 12" 2 r 3", 11 GA. SQ. TUBE x 18" 2 2-1 /2 11 GA SQ. TUBE- x 12 2 ' E NOTES: 1 ) ALL REQUIRED ANCHOR BRACKETS TO BE FABRICATED BY INSTALLER, WHEN LIFT IS INSTALLED. '' } 2) ANY- ADDITIONAL MATERIAL REQUIRED, 'IS TO BE ' PROVIDED BY INSTALLER. U CUSTOM INDUSTRIAL PRODUCTS 'E' 3) AVERAGE TWO STOP LIFT USES TWO SCALE' NONE DRAWN UW ATTACHMENTS TO WALL OR MEZZANINE DATE' 12/14/00, CHECKED'Brl STRUCTURE. USED ON MEZZANINE LIFT INSTALLATIONS WITH MODULAR UNITS N , ANCHOR BRACKET DRAWING NUMBER, REV, it MATERIALS KIT MMU14914 ;I` I 8 7 6 5 4 3 2 1 PML/PSI Series VRC Drive Header LIFT SPECIFICATIONS D MODEL: PM2-25-60X60-2-C21-M D = LOAD CAPACITY: 2500 lbs. TRAVEL SPEED: 19-21 fpm POWER REQUIRED: 230V/ 1-Phase/ 60Ha/ 30A —'` LANDINGS(STOPS): 2 ~ PLATFORM SIZE: 60"W x 60"D x 84"H (Clear) ` Double Swing 63"W x 61-1/2"D (O.A.) Doors with LARGEST MODULE Interlocks SHIP SIZE: 84"W x 70"D x 118"H Double Swing Doors with >ACCURACY OF FLOOR-TO-FLOOR DIMENSIONS MOST BE WITHIN-0"+1/2"TO ENSURE Interlocks PERFORMANCE'AND FUNCTION OF LIFT. > MINIMUM PASS THROUGH WIDTH IS FOR UNIT ONLY. IF UNIT IS PRE-WIRED AND MUST _ PASS THROUGH FLOOR OPENING TO BE INSTALLED, THEN PASS THROUGH FLOOR OPENING TO BE MADE LARGER TO ALLOW CONTROL PANEL TO FIT AND CLOSED UP c �,. 2nd Level AFTER INSTALLED. PLEASE CONSULT FACTORY IF ANY_QUESTIONS OR CONCERNS. c I > PLATFORM PANELS- SIDE PANELS WITH A.SAFETY CHAIN ON ACCESS SIDE(S). PANELS ARE WELDED TO PLATFORM AND ARE NOT REMOVABLE. (REFER TO PAGE 2 FOR PANEL HEIGHT). > LEVEL 1: DOUBLE SWING DOOR ON FRONT WITH ENCL. PANEL ON REMAINING SIDES. Mid , �.---~� - -_ LEVEL 2: DOUBLE SWING DOOR ON REAR WITH ENCL. PANEL ON REMAINING SIDES. Section j r ~� FULLY ENCLOSED BETWEEN LEVELS ON ALL SIDES TO RESTRICT A BALL 2 IN DIAMETER. Moving Header > ELECTRO-MECHANICAL- INTERLOCKS SUPPLIED FOR EACH SET OF DOORS. --_ _ ...==•~�'-"= -_ > STANDARD CLEARANCE UNDER ALL DOORS IS 2"WITH AN ADJUSTABLE DOOR SWEEP. Platform ; >"Z" CONFIGURATION- PLATFORM ACCESS ON FRONT AT LEVEL 1 ANDON REAR AT LEVEL 2. - 'Panels ' B >CONTROL PANEL LOCATION: SEE PAGE FOUR B > FINISHES: GRADE 1 POWDER COAT OR EQUIVALENT UNLESS OTHERWISE NOTED BELOW. a = I > STANDARD FACTORY PRE-WIRED IN S.O. Double_Swing J > UL/ ULC 508A ENCLOSED INDUSTRIAL CONTROL PANEL Doors with " ! Interlocks I I I. > PASS-THRU UPPER LEVEL Tp- 4 _ 7862 ELLIS ROAD CUSTOM INDUSTRIAL V STR'AL P!v O®4.I CTS J MELBOURNE,FL 32904 �•r Phone:321-728-3355 Fax:321-728-3352 2067-173-63A1906A/ PM2-25-60X60-2-C21-M 1st-Level A NOTE:DUE TO ADDITIONAL ENGINEERING COSTS REVISIONS REQUIRED sa n n i n0 Vineyard A BEYOND THE FIRST REVISION(REV A�WILL INCUR ENGINEERING FEES OF $150/HOUR(MIN.2 HOURS).'DRAWIN S MAY BE RESUBMITTED FOR ECO REV DATE DESCRIPTION APPROVAL BASED ON CHANGES. APPROVED APPROVED AS NOTED INIT I DATE ®W(3. N®. ! REV DRAWN CHECKECI _ C-_63_A1906A_ I UNLESS OTHERWISE SPECIFIED - -- SIGNATURE: DATE: DIMENSIONS ARE IN INCHES ENG i ^- ISIZE:BI SCALE: N/A I SHEET 1 of 7 LINEAR TOLERANCES ±1116 8 - 7 - - - 6 5 ---- -- 4 - - 3 - - - - 2 - - 1 ---- - 8 7 6 5 4 3 I i 2 i 1 LEFT SIDE VIEW FRONT VIEW RIGHT SIDE VIEW - o = I o. D D 120° Double Minimum ,. Double- ` 118 Swing ` Swing Doors Overhead, W ith - Clearance 2nd Level Doors A"' Interlocks Required Module section _ r 2nd Level C' 47 4�� — ALL DOOR DIMENSIONS =6�- — 25" — - TYPICAL UNLESS NOTED Floor Tliickness 1§t Level Mid Frame 133" i 85" I - ! � -0"+1!Z" Clear 1 st Level 104,. Access to 44" `' r 1st Level I -2nd Level Platform Module S 94" Panels ection B = - I & B Required I i, To'Open Max. Double Doors Load - Swing Height 1.st Level - 2" A ' • Adjustable. Loading Height 7aezELLISROAD Door'sweeps (Ramp-Allowance) MELBOURNE,FL 32904 CUSTO /I INDUSTRIAL PRODUCTS Phone:321-728-3355 Fax:321-728-3352 2067-173-63A1906A/ PM2-25-60X60-2-M-M A NOTE:DUE TO ADDITIONAL'ENGINEERING COSTS,REVISIONS REQUIRED Sa n n i no Vineyard a BEYOND THE FIRST REVISION(REV A)WILL INCUR ENGINEERING FEES-OF $150/HOUR(MIN.'2 HOURS).DRAWINGS MAY BE RESUBMITTED FOR APPROVAL BASED ON CHANGES. INIT` DATE DWO. NO. REV APPROVED APPROVED AS NOTED NOTE: DRAWINGS ARE NOT TO SCALE. -- ANCHORAGEAND CROaS BRACING DRAWN C-63A1906A - - NOT SHOWN FOR CLARITY. CHECKED +�i � UNLESS OTHERWISE SPECIFIED } SIGNATURE: DATE: DIMENSIONSAREININCHES ENG I SIZE:B SCALE:=NIA SHEET 2 OF 7 LINEARTOLERANCES ±1116 -7 f --- -- ----6 — i 5 - - - ---4 -- _ 3 _ _ --�--2" -- • - - I I --- ----- 8 7 6 5 4 3 2 LEVEL LEVEL2 76-1/4- D 411E Pit Width & Floor Opening D (if Applicable) 73-3/4- ACC ESS 1 1/4" 1 1/4" 81DE O.A. Lift Depth 63" O.A. Platform Width k Floor -A KEAR,­ ' Drums C C -60 TEFL Motor--,,," Platform Depth 61-1/2 73" 68-1/2 O.A. Pit Depth & Platform O.A. Floor Opening Lift Depth 7 Depth (If Applicable) 6V-- i6ia'ffornTWi di-th, Y(Clear) A FRONT 4 'FROi4T 1P - Doors Protrude 2 1/4" 1 i/4" Beyond Edge of-Lift 34-1/2" ACCESS L 1-1/2" Standard Clearance ACCESS Door Width SIDE 'siblE Between Platform and Frame, Typ. Front and Rear. Can Be Reduced By Installer, However No Closer Than Y2" and Only After Unit Is Installed and Tested. 862 RNE,ELLIS R MEL7BOUFLOAD 32904 CUSTOM INDUSTRIAL PRODUCTS Phone:321-728-3355 Fax:321-728-3352 2067-173-63A1906A/ PIY12-25-60X60-2-M-M A NOTE:DUE TO ADDITIONAL ENGINEERING COSTS,REVISIONS REQUIRED Sannino Vineyard A BEYOND THE FIRST REVISION(REV A)WILL INCUR ENGINEERING FEES OF $150/HOUR(MI-N.2 HOURS).DRAWINGS MAY BE RESUBMITTED FOR APPROVAL BASED ON CHANGES. APPROVED APPROVED AS NOTED NOTE: DRAWINGS ARE NOT TO SCALE. ------I_tN[T DATE DWO. NO. R EV ANCHORAGE AND CROSS BRACING DRAWN C-63AI906A NOT SHOWN FOR CLARITY. CHECKED; l UNLESS OTHERWSE SPECIFIED. DIMENSIONSARI:IN INCHES SIGNATURE: DATE: LINEAR TOLERANCES, Ill 6 ENG SIZE:B! SCALE: N/A SHEET 3 OF 7 -8 7 6 5 4 2 g 7 6 5 4 3 2 1 Control Panel & Push Button Locations A B C D CP : Lower Left CP : Lower Right CP : Upper Left CP : Upper.Right PBS : Left Side PBS : Right Side PBS : Left Side PBS : RightI Side C D P Ot Uld SX D Up To 10" From - - - - " - Side of Frame (Typ.All Configurations) a k 36" Minimum Clearance From Lift Frame Required For Control Box Access I I i I B 7862 ELUS II� 3 t MELBOURNE,FR0AD 3 904 CUSTOM INDUSTRIAL DIAL PROD CT Phone:321-728-3355 NOTE: DUE TO ADDITIONAL ENGINEERING COSTS,REVISIONS REQUIRED Fax:321-728-3352 2067-173-63A1906A/ PM2-25-60X60-2-C21-M BEYOND THE FIRST REVISION(REV A)WILL INCUR ENGINEERING FEES OF A $12S/HR(MIN 2 HOURS). DRAWINGS MAY BE RESUBMITTED FOR Sa n n i n® Vineyard A APPROVAL BASED ON CHANGES. APPROVED APPROVED AS NOTED I INIT ! DATE ! DWG NO. REV DRAWN _LNIT __ - - CHECKED; C-63A1906A SIGNATURE: DATE: --- UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES ENG SIZE:Br SCALE: N/A I SHEET 4 OF 7- LINEAR TOLERANCES.±1116 i C 1 2 - -- -- - 1 I 8 7 6 5 4 3 1 2 i 1 LOWER LEVEL ANCHORAGE I Typical D D Each Corner 6 1/2" 05/8"Thru Hole I , 2"•x 2"x-1/.4•Angle Typ. 12 Places j 0 0 6 1/2" Use 1/2"x 3-1/2" Rear Minimum Wedge 0 or Sleeve Anchor or Equivalent (Based on Floor Material) l I I C C 0 0 - I - i • 6" - - - - �— O i 2'x 2"x IM An,gle I B B 0 0 Front ° 0 411k:5 hn i t--- 7862 ELLIS ROAD MELBOURNE,FL 32904 CUSTOM INDUSTRIAL PRODUCTS Phone:321-728-3355 Fax:321-728-3352 2067-173-63A1906A/ PM2-25-60X60-2-C21-M ASannino Vineyard A NOTE:DUE TO ADDITIONAL ENGINEERING COSTS,REVISIONS REQUIRED l BEYOND THE FIRST REVISION(REV A WILL INCUR ENGINEERING FEES OF { $125MOUR(MIN.2 HOURS).DRAWIN�S MAY BE RESUBMITTED FOR APPROVAL BASED ON CHANGES. APPROVED APPROVED AS NOTED wiT DATE DWG. NO. REV DRAWN _ C-63A1906A- CHECKED - UNLESS OTHERWISE SPECIFIED I t SIGNATURE: DATE: DIMENSIONS ARE IN INCHES ENG ;,i SIZE BI SCALE: N/A SHEET 5 OF 7 UNEARTOLERANCES ±1fl6 l 1 -- - — - 8 _ - _ -_ -- b -=-- —- - - - - 4 = 3 = --- ,� - -- - -- _ - -7 5� _ I I 8 I 7 6 5 4e 3 I 2 — 1 i i SUGGESTED ANCHORAGE FOR MODULAR VRC D D Wall The illustrations shown represent some suggested hannel Mezzanine methods of attaching likenclosure frame to an Footing Deck chor existing wall or structure'. Plate F me ra All required anchor brackets are to be fabricated by installer when lift is installed. Angled ~° Any material required that is not included in the "Raw I Materials" kit provided With the lift is to be supplied by Floor the installer. I Frame Average two stop lift should be attached to wall or Angle Frame Angle_ mezzanine structure in a minimum of two places. Avk Channel Floor Mezzanine Floor Footing Deck a— Anchor Bracket "Raw Material" Kit 1 Set Contains (Typically 1 set is provided per upper level) s Frame Angle Brace Mounting Angle (Part #: 6141531, Qty: 2) B Beam 3/8" x 3" x 16" Anchor Plate (Part #: A13039, Qty: 2) Beam 4" x 1/4" Angle x 12" 3"-11Ga Sq Tube x 18" Frame Frame 2 1/2"-11 Ga Sq Tube x 12" Angle Angle Suggested Installation Procedures (Part #: A13309, Qty: 1) 7862 ELLIS MELBOURNE,FLROAD 3904 CUSTOM IND4,lSTRIAL, PRODUCTS Phone:321-72&-3355 Fax:321-728-3352 2067-173-63A1906A/ PM2-25-60X60-2-C21-M p' Sannino Vineyard A NOTE:DUE TO ADDITIONAL ENGINEERING COSTS,REVISIONS REQUIRED BEYOND THE FIRST REVISION(REV A)WILL INCUR ENGINEERING FEES OF $1251HOUR(MIN.2 HOURS).DRAWINGS MAY BE RESUBMITTED FOR APPROVAL BASED ON CHANGES. APPROVED APPROVED AS NOTED ____ INIT ji DATE OWG. No. REV DRAWN ------Ji --- I C-63A1906A CHECKED UNLESS OTHERWISE SPECIFIED ---� -- _----_—._- - SIGNATURE: DATE. DIMENSIONS ARE ININCHES ENGSIZE:BI SCALE: NIA SHEET 6 OF 7 LINEAR TOLERANCES:±1116 - —8— - 7 - ls- - _ 5 - - - --q - 3 - 77=2 -- g 7 6 I 5 4 3 2 1 TERMS OF USE(AGREEMENT) BRACING &ANCHORAGE This document and the information contained herein is the exclusive property of Custom Industrial Products, Inc.(CIP).The reproduction or use by others without written consent from CIP is strictly prohibited and is not to be used in any way detrimental to CIP. Custom Industrial Products, Inc.(CIP)will supply some raw support!bracing material. Anchorage points are necessary and will require a structurally sound floor or wall to bracq he VRC. All criteria affecting the VRC's Damages or improper performance due to installation by others is not covered under CIP's Limited Warranty. anchorage is the installer's responsibility,therefore it is imperative to verify that the attachment points are sufficient for the lift installation. To ensure proper fit and function of this material lift,please verify all dimensions(travel heights,clearances,pass-through, D D etc.)are accurate and match the dimensions contained herein. Proper stabilization of the unit is a must and may require additional material(to be supplied by installer). It is the - Any drawing/specification changes requested by customer,or revisions resulting from insufficient information provided by customer responsibility of the installer to ensure proper stabilization has been(obtained. after production of unit begins may delay original delivery date of product shipment and may cause additional charges to be applied. The style and quantity of necessary anchorage will be determined by but not limited to the height of rails and the number of floors., All required anchorage to be fabricated by mechanical installer. CIP will supply some raw anchorage material for each unit'. Prior to VRC set up the installer should inspect the site to determine any special requirements or concerns. All When applicable the following materials are to be provided by and are the responsibility of the mechanical and hardware-required for anchorage is supplied by installer. I_electrical installer: -Any additional materials required,to properly secure the unit and/or enclosures. Points W remember when installing the main guide railltower bracin - -Any materials required to fabricate lift thres old(s). -All hardware required to brace and'anchor unit to floors and structures. -The structure to which the support braces are attached must be trong enough to support the lift. This is -External electrical wiring and conduit required to connect control panel to all switches,motor(s),pushbutton stations,Lite., especially important on CIP cantilever lifts. Main power disconnect to be supplied by others. -The bracing should be installed at or near each floor level and at the top on the unit.Use of additional bracing is recommended when deemed necessary or when the standard attachment points are not available. Proper installation of lift is required to comply with ANSVASME 820.1 Safety Standards for Conveyors and Related - Bracing should never be anchored to the ceiling or to roof joists. Anchoring into block with backer plates and Equipment. This lift is not subject to elevator codes as it is designed for material transport only.df through bolting is acceptable but brick or stud-type walls are UNACCEPTABLE. -Anchoring into wood should be avoided. If absolutely necessary,use steel backer plates and through bolt. C THINGS TO WATCH FOR -Guide railsitowers must be supported left to right and front to back. C -When using concrete anchors,lags,or bolts to attach bracing,it is always best to have them in shear(angled) _ Is there adequate head room'at the upper level to allow proper clearances of,the unit? rather than straight,consequently making it more difficult to pull o lut. - Are all passageways or door openings large enough to allow access of all lift-components? — For any questions not clear on this information sheet contact CIP Technical support at(321)728-3355. If the lift is to be pit mounted,are the width,depth,&height to the recommended dimensions? Is the pit square? OWNER'S OBLIGATIONS Is there enough room around the installation site to ensure safe&efficient installation? Supply mechanical and electrical installers with all manuals;drawings and documentation required to perform proper installation: Coordinate collaboration between mechanical and electrical installers to ensure each party knows their Are there any obstructions around the installation site that could effect the form,fit or function of the lift(e.g.column responsibilities and obligations. post,overhead beams,conduit,floor protrusions,etc.)? p If the lift will pass-through an existing floor,are the width &depth to the recommended dimensions? Is it square? Unloading and staging of the equipment near the installation site. When applicable does the pass through opening line up with the pit? The unit should never be stored in an environment where it is exposed to the weather or undesirable conditions(wet, corrosive,etc). This also applies to units that will be installed in these environments as some items may not be Are there adequate locations for anchoring&bracing of the unit(required bracing of the lit includes left to right&front to,back)? rated for such environments until fully installed. Doing so may void the warranty. I B What additional material may be required for anchoring,&bracing of the unit and/or enclosures? Ensure the equipment has clear access to the installation site. B Are there restrictions on the job site that may effect the installation (e.g.work hours,union labor,welding restrictions etc.)? Ensure main power disconnect is operational and located within 10 ft of where the control panel will be mounted. Are shafts or wall openings to recommended dimensions when applicable? Ensure the installation site is free of obstructions and all site work is=mplete and ready for the installer. - Will the installation schedule conflict with in-plant production schedule? Ensure adequate locations for securing the unit to the building or mezzanine structure. _ Are there any special safety requirements or safety meetings required? Are there any contract issues or special installation concerns to be aware of? ' MECHANICAL INSTALLER OBLIGATIONS 7862ELLISROAD CUST4IUI IIVDUSTRI�IL PRODUCTS A job-site visit to verify site conditions prior to installation is recommended to help ensure a successful and trouble-free MELBOURNE,FL 32904 installation. Any concerns or issues should be discussed with the owner before commencing any work. Phone:321-728-3355 Fax:321-72&3352 r Complete mechanical installation of all components supplied for a quality and professional installation. 2067-17:3-63A1906A/ PM2-25-60X60-2-C21-M A - ,.I A Mounting of all electrical switches,brackets,control panel,etc(not applicable- on union jobs)prior to any electrical work performed. Sa n n I nO Vineyard After all electrical installation is complete,a final visit is required to make any adjustments to switches,rollers,etc.,final inspections,testing of the unit and training of personnel in the operation and maintenance of the unit. _ [NIT DATE DWG. NO. REV NOTE-DRAWINGS MAY BE RESUBMITTED FOFt APPROVAL BASED ON CHANGES DRAWN_ G63A1906A - CHECKED UNLESS OTHERWISE SPECIFIED " - APPROVED APPROVED AS NOTED SIGNATURE: DATE:- DIMENSIONS ARE IN INCHES ENG i�_ SIZE•B SCALE: N/A SHEET 7 of 7 LINEARTOLERANCES.±1116 _ 8-- —— -- _ - 7 - _ -- I -6_ ._.__ _ .. 5 --4 --- 3 4 —2 — I i REV 99;4 1 DATE I REMIM RECOED A X= I XXL€ RELEASE TO F RMUCTIQNI � ILIAL LEW11 TilkfLillLL vm6D w w V4 {U W W mcrrAL cd W W .-i cu Im cd lu W d d W W u W W La 0 0 vi Ld W pq m q J +eA � Htm 4 EE E 5k S S ISR 05 -a J IU L1LI rd cu IU 41 cd 01 J J J J G PJ oLI -dc ICZ -c c II H®Tm pcum HWE _ ]Hmmr. Ac pmotffl L3 W 0- + - 4- 4 + d- -I- a- 4 + C4 CA 0 &l 3C + 44 iS u u LS W W - — F 7vm m, 9 4 Q ® Q Q Q Q m% 4M an *aw RI I a OLA, MA c46 1376Y " m PE Ti T;2 IT3 IM IN JPE I Li L R a m :9 :w ;u I S a 27 1 m 24 l9m im 1 40am M .4 4 1 4 1 0 m QB 09 wi m 13 '] F- W X E3 0 S 2 S ' is ii is tl ` d d W I i W W W 5. 1 =3 4ry iii. J } J J J J ld J LWT p t-- W � p A M=r J J J J a 0 0F cd Li �lc La La lLi. ❑� s 0 0 � �1 J J J J LL La La I-- �' a- H F- W U Ca t.I � iS iL {C MME > d d fa ® I I o ®® ® W W N ®J J 0 0 INSTALLATION/ C;CNNEGTMN NOTES PHDIEk�M MRM 3Y THE END�I I:t lZrAUMt CUSTOM i I IND U TRIAL PRODUCTS, 0 C. ®i9& � �T ® lmG -m MVEW mmR am wolmz =Rff m WWI;ffi-m} m m m Ttz Mmmm Non TOLIMN0E odh MUI=TL Mb T9L 3C HW 04MM MY'.IQ 7G WE ILfM WffAV 111 im umm ARC d� IPm yrm im MJAL Hm Jigm o IE�PR 1 S ASL UP ®FW}E T1E,JIIfPER FM AIUIQMT7G 11PEIIiTffi 00G.INSfALLATION SWITCH AND r.DNNECTI-014 ®Im m am a mit amm 1pw7 = MTMS !DETAIL 13K.MOP.SS—SS 399M MIM wvm TEFF-MINAL STRIP AND CONNECTION DETAIL (FIELD WIRING SIDE) PAGE -1 OF .3 D17.3 A REV ECO# DATE REVISION RECORD A XXX XXX RELEASE TO PRODUCTION M r OVER-TRAVEL SWITCH p TB5 TB42B 13 --------------------------------i ---------------- S SERIES AND PM SERIES i i C SERIES ONLY i i DM SERIES ONLY SLACK 1 SWITCH I SLACK 1 SWITCH l TB43A TB43B iTB43A TB43B i iTB43A SLACK 1 SWITCH TB43B i iTB43A SLACK 1 SWITCH 1B4313 • i i �® I I TB44A JUMPER TB44B i iTB44A SLACK 2 SWITCH TB44B SLACK 2 SWITCH I SLACK 2 SWITCH TB44A 13 Wqzz�� TB44B TB44A a T®4B i iTB45A JUMPER TB45B i iTB45A JUMPER TB45B I SLACK 3 SWITCH JUMPER TB46B iTB46A JUMPER TB46B vv TB45A ® TB45B iTB45A JUMPER TB45B v-v �® I N❑TEi A JUMPER MUST BE INSTALLED I I NOTE, A JUMPER MUST BE INSTALLED I WHEN SWITCH IS NOT PRESENT i i WHEN SWITCH IS NOT PRESENT TB46AJUMPER TB46B j L--------------------------------J L--------------------------------J El SLACK 4 SWITCH I TB46A TB46B i NOTES A JUMPER MUST BE INSTALLED WHEN SWITCH IS NOT PRESENT L--------------------------------J POSITION 1 SWITCH SLOW ZONE 1 SWITCH GATE 1 SWITCH TB5 T®6 TB5 O--T®2 TB5 ®7 13 POSITI❑N 2 SWITCH SLOW ZONE 2 SWITCH GATE 2 SWITCH TB5 OTB27 TB5 T®3 TB5 TE1 g 13 13 r------------------------------------------------------� TB23A OPTIONAL ; TB23B TB23A OPTIONAL TB23B PLATFORM I I W GATES 13 PLATFORM W GATES "Z" C❑NFIGURATI❑N �o "C" C❑NFIGURATI❑N ; Q� I I I uo i E3-1 i i Z< NOTE, JUMPER MUST BE INSTALLED N❑TE' JUMPER MUST BE INSTALLED i o-1 BETWEEN 23B AND 23A IF PLATFORM w o BETWEEN 23B AND 23A IF PLATFORM; I vi GATES ARE NOT USED I GATES ARE NOT USED i i L_o CUSTOM INDUSTRIAL PRODUCTS, INC. I I I I BN BU BN BU i i i BN BU BN BU BN BU BN BU SCALEi NONE TOLERANCE DRAWN By, RJA I I I I DATE,15APR2013 N/A CHECKED BY, I I I I I I I DOC. NSTALLATION SWITCH AND CONNECTIONPLATFORGAPLATFORM LATORMGAPLATFORM GATE PLATFORM GATE PLATFORM GATE PLATFORM GATE L> FR) i SENSOR (FRONT-L) SENSOR (FRO SENSOR (REAR-L) SENSOR (REAR-R) I DETAIL.13K.2STOP.SS-SS L------------------------------------------------------- L---------------------------------------------------------------------------------- DRAWING NUMBER, REVISION SWITCH C ❑ NNECTI ❑ N DETAIL PAGE 2 of 3 D173 A IREVIEC0#1 DATE REVISION RECORD i__________________________________i A XXX XXX RELEASE TO PRODUCTION M I I I i I I I i D I I I I a I I I I r I I j CALL 2 I I -DI 3 4 I 1 I H 1 I O I Z X \LT2/ HOME RUN METHOD N CALL . ALTERNATE 3 �4 DAISY CHAIN METHOD j I LTJ r-------------------------------- r--------------------------------I t I I I I I I /G\ I I I I I I 1 I I I I I 1 I LYS I I CALL STATI❑N 1 CALL STATI❑N Z i i i /R\ I j STOP CALL 2 CALL 2 3 4 i i 3 4 I I I I 1 \LT2/ LT2 I I I X2 G X1 X2 \ / X1 GL____ _____ _ _______ _ _ _ _ ____J CALL 1 CALL 1 I I I I I I 3 4 i I 3 4 i I I I I I I I I I I 1 1 I LTS I I X2 LTi\ / Xi X2 \ / X1 r———— ----- — ——————— -- — — — ———— I G I I G I I I I I I X \LTS/ X1 i I \LTSr X / xi I R 1 I R r CALL 2 1 STOP i i STOPi I i s —L I I I I 1 I 3 4 I 3 4 I I 3 4 I I I z /LG 2\ I I • I I • I I I I I CALL 1 I I I j 1 I 1 2 1 i 3 4 2 I I I I I I I I L--- -- -- ------ -- -- -- -- ---� L---- -- -- ----- -- -- -- -- --J I \LTS/ I I R STOP 1 i 3 4 j t I CALL BUTTONS AND LEVEL LIGHTS ARE IN PARALLEL 1. 2 AND E-STOP SIGNAL IS WIRED IN SERIES I I I I I i I I I I I I I I I m oa m % t1 W m Gd W Lv W W W m m ao 1 N A V V Y as V 14 N ? m W as cis V V I m m D m n a m a °° n i CUSTOM INDUSTRIAL PRODUCTS, INC. SCALE' NONE I TOLERANCE DRAWN BY, RJA DATES I ID %0 N � m m m 15APR201,3 N/ CHECKED BYl A td td ' tz > DOC.INSTALLATION SWITCH AND CONNECTION "' N r D r D I DETAIL.13K.2STOP.SS-SS ro ro N DRAWING NUMBER, REVISION N Y CALL. STATI ❑ N WIRING DETAIL PAGE 3 of 3 D173 A i REV ECO# DATE REVISION RECORD ® TERMINAL BLOCK INCOMING POWER A XXX M 23O/46OVAC 3PH 6OHZ e FROM CUSTOMER SUPPLIED c O COMPONENT C❑NNECTI❑N DISCONNECT AND OVER— CURRENT PROTECTI❑N • CIRCUIT C❑NNECTI❑N ' CLASS J FUSES RECOMMENDED USE UL LISTED COMPONENTS LEGEND OF THE PROPER RATING L1 L2 1CB 1PW + 24VDC OUTPUT C POWER SUPPLY 24VDC 3A SEE SHEET 2 230VAC INPUT 2CB 1CR 2CR SEE DETAIL BUT 3t1.OA -�� ' 6� 1 1 B R 3 M o rXr 2 BRAKE 4 5 6 1 2 BRAKE 4 3 RECTIFIER N iw -- N 115VAC OUTPUT— II Xl X2 L SEE SHEET 2 EXTERNAL MOUNT 3CB 1XFMR COMPONENTS ot 1.5A 230VAC INPUT H H H2 4 FOR 460V INPUT SEE DETAIL'A' L1 L2 R2C RAKE RELEASE TO 2CR AND 5CR SEE SHEET 2 R2A RAKE RELEASE FROM PLC 09 SEE SHEET 2 AII � RIC RIVE FAULT TO PLC I5 +10 R1A 5 +24VDC PE V F D CL 7094 OVDC LI SLOW SPEED SIGNAL REF PLC 03 SEE SHEET 2 LI RUN DN SIGNAL REF PLC 02 SEE SHEET 2 T1 T2 T3 LI1 RUN UP SIGNAL REF PLC 01 SEE SHEET 2 T1 T2 T3 i CUSTOM INDUSTRIAL PRODUCTS, INC. 60HZ/60HZ MTR Iii OATEE' CH CKEOBBY JAKE NONE TOLERANCE DRAWN 22JUL2O17 N/A EXTERNAL DOC.SCHEMATIC.13K.2STOP.SS.230V1 PH MOUNT DRAWING NUMBER- REVISION COMPONENTS PAGE 1 OF 2 D232 i REV ECO# DATE REVISION RECORD A XXX N L/ 115VAC OUTPUT N 11 "2 FROM 1XFMR C 0 SEE SHEET 1 120VAC OUTPUT 1XMFR SEE SHEET 1 11 3 C R14 47 2 X1 G X2 P—N — A — DOOR OUTPUTS SOL 1 j 0-i 24VDC LLJ U 4CR 4 0 VDC n 00 OO FAULT FLASH 11 14 48 2 0-j DOOR 4 OO COMO Ol RUN UP 2 1CR 1 TO VFD LI1 SEE SHEET I SOL 10 2 SEE NOTE '1' 244 1CR 3 5 IO (J2 RUN DN TO VFD Lll SEE SHEET 1 EXTERNAL SEE NOTE '2' 25 MOUNT 5 II U Q3 SLOW SPEED TO VFD L13 SEE SHEET 1 COMPONENTS ��C.ArBLE LCK NO 43B NO 44A NO 45B NO J 43A I2 44B C 45A 46B 0- NC 42B --I - 5 - 13 COMl • - 5 - - 1CR - - G!4 CALL 1 LT 61H X1 \1LT X2 4 43A NC 43B INSTALL44A INSTALL45B INSTALL46A JUMPER JUMPER JUMPER a5 CALL 2 LT 67B X1 2 L T X2 EXT. MOUNT C 44B 45A 46B COMPONENTS 1CR EXTERNAL 14 1 13 MOUNT 5 •I4 COMPONENTS PLC INPUT 2 VFD R1 4CHAUX 5CBAUX RIA RIC 13 l4 13 14 DRIVE FAULT G!6 GATE RELEASE 1 Al+ 3CR Az 4 QE SLACK CABLE DETECT 5 �� IS NO 17 ONLY ON DUAL MOTOR GATE 10 7 GATE RELEASE 2 Al+ 4CR A2 FOR "C SERIES" UNITS ONLY 5I6 NO 18 GATE 2 5 17 COM2• 5 08 0 IN MOTION ALERT 53 PLATFORM GATE DETAIL VFD R2 3 61A CALL 1 R2A R2C Al+ A2- 4 Q 23A NO NO _ 23B 5 4 18 Q9 BRAKE RELEASE 2 C R E 3 -L 67A CALL 2 5 •o I9 A1+ 5CR Az- PLATFORM GATE I NO 26 POSITION I 5C I10 USE F❑R "C" C O N FI G © NO 27 POSITION 2 F ETHERNET CAT 5 CABLE TO TOUCH PANEL(IF EQUIPPED) 5 C Ill PORT EXTERNAL MOUNT COMPONENTS NO 32 SLOW L TO HMIS PNL 5 I12 TB SERIAL 1 PORT PLATFORM GATE DETAIL 5 NO C 33 sLDw z 113 TO ATV DRV PLATFORM GATE 1 EXTERNAL 23A NO NOMOUNT © COMPONENTS 1 97B1 98A A1+ 1CR Az- 2 98B CUSTOM INDUSTRIAL PRODUCTS, INC. No 23B a EXTERNAL EXTERNAL MOUNT MOUNT SCALES NONE TOLERANCE DRAWN BY, JAKE PLATFORM GATE 2 nnrE 22JUL2017 N/A CHECKED BY 3, INSTALL JUMPER IN PLACE USE FOR "Z" AND 90° CONFIG 2. INSTALL JUMPER TO ACTIVATE MANUAL SWITCMODE HES ON S AND PM SERIES UNITS DOC.SCHEMATIC.13K.2STOP.SS.230V1 PH 1. INSTALL JUMPER TO ACTIVATE MAINTENANCE MODE EXTERNAL MOUNT COMPONENTS NOTES DRAWING NUMBER REVISION -, PAGE 2 OF 2 D232 I _ Page 1 of 6 C MICROFAST® QUICK Na A AJill, RESPONSE PENDENT 411QNG* SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfase Quick Response Pendent Sprinkler VK302 is a small ther- mosensitive glass bulb spray sprinkler available with various finishes and tempera- ture ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation ing:;x corrosive environments and are Listed and Approved as indicated in the Approval % Charts 2. LISTINGS AND APPROVALS e UL us cULus Listed: Category VNIV FM Approved: Class Series 2000 WARNING:Cancer and Reproductive Harrn- www.P65Wamings.ca.gov yds VdS Approved: Certificates G414009, G414010, G4040095, and 4880045 LKS LPCB Approved: Certificate 096e/06 C E CE Certified: Standard EN 12259-1, certificate of constancy of performance 0832-CPR-SO021 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) 0 MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 Refer to Approval Chart 1 and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed 3. TECHNICAL DATA Specifications: Minimum Operating Pressure 7 psi (0 5 bar) Rated to 175 psi (12 bar)water working pressure Factory tested hydrostatically to 500 psi (34 5 bar) Thread size 1/2" NPT, 15 mm BSP Nominal K-Factor 5 6 U S (80 6 metric**) Glass-bulb fluid temperature rated to-65 °F (-55 °C) Overall Length. 2-1/4" (58 mm) *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0 5 bar) The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0 35 bar) Material Standards: Frame Casting Brass UNS-C84400 or QM Brass Deflector Phosphor Bronze UNS-C51000 or Copper UNS-C19500 Bulb Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with PTFE Tape Screw- Brass UNS-C36000 Pip Cap and Insert Assembly Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers. Belleville Spring-Exposed For ENT Coated Sprinklers. Belleville Spring-Exposed, Screw and Pipcap- ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass=A, Chrome = F, White Polyester= M-/W, Black Polyester= M-/B, and ENT=JN Temperature Suffix: 135 °F (57 °C) =A, 155 °F (68°C) = B, 175 °F (79 °C) = D, 200 °F (93 °C) = E, 286 °F (141 °C) = G Form No F 033314 19 02.21 Rev 19 1 Replaces Form No F-033314 Rev 18 1 P65 (Removed F-1 Escutcheon ) Page 2 of 6 C MICROFAST® QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com For example, sprinkler VK302 with a Brass finish and a 155 °F (68 °C)temperature rating = Part No 12979AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the current Viking price list.) Sprinkler Wrenches: A. Standard Wrench Part No 21475M/B B Wrench for Recessed Pendent Sprinklers. Part No 13655W/B**(available since 2006) C Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No 15915 (available since 2010) **A%"ratchet is required(not available from Viking) ***Allows use from the floor by attaching a length of 1"diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F051808 Sprinkler Cabinets: A. Six-head capacity- Part No 01724A(available since 1971) B Twelve-head capacity- Part No 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements 7. AVAILABILITY The Viking Microfast®Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis- tributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Wrench Flat Protective Sprinkler Cap Figure 1: Standard Sprinkler Wrench 21475M/B Form No F_033314 19 02.21 Rev 19 1 Page 3ofG , Page 4ofG Page 5of8 Page 6 of 6 C MICROFAST° QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Ceiling Opening Size: 1/2" 2-5/16"(59 mm) minimum (15 mm) 2-1/2" (64 mm) maximum NPT 2-1/4" (57 mm) r 1-3/4„ (45 mm) Installed with a standard 1/8"surface-mounted escutcheon Figure 3: Sprinkler Dimensions with a Standard Escutcheon Ceiling Opening Size: :V. 2-5/16" (59 mm) minimum 2-1/2" (64 mm)maximum /8" �- (54 mm) (54 mm) 1-3/4" T1-1/8" (29 mm) 2"" (29 mm) (45 mm) Min. (51 mm) Min. Max. Max. Yti' Installed with a Installed with a Model Model E-1 Recessed E-2 Thread-on Recessed Escutcheon Escutcheon Figure 4: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No F_033314 19 02.21 Rev 19 1 Replaces Form No F_033314 Rev 18 1 P65 (Removed F-1 Escutcheon.) Page 1 of 6 C MICROFAST° QUICK • RESPONSE PENDENT 411QNG4 SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfast®Quick Response Pendent Sprinkler VK302 is a small ther- mosensitive glass bulb spray sprinkler available with various finishes and tempera- ture ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired In addition, these coatings have been investigated for installation in corrosive environments and are Listed and Approved as indicated in the Approval Charts. 2. LISTINGS AND APPROVALS eaos cULus Listed: Category VNIV FM Approved: Class Series 2000 WARNING:Cancer and Reproductive Harm- www.P65Wami ngs.ca.gav vds VdS Approved: Certificates G414009, G414010, G4040095, and 4880045 LKB LPC13 Approved: Certificate 096e/06 C E CE Certified: Standard EN 12259-1, certificate of constancy of performance 0832-CPR-SO021 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) Q MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 Refer to Approval Chart 1 and Design Criteria cLILus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed 3. TECHNICAL DATA Specifications: Minimum Operating Pressure 7 psi (0 5 bar) Rated to 175 psi (12 bar)water working pressure Factory tested hydrostatically to 500 psi (34 5 bar) Thread size 1/2" NPT, 15 mm BSP Nominal K-Factor 5 6 U S (80 6 metric—) Glass-bulb fluid temperature rated to-65 OF (-55 °C) Overall Length. 2-1/4" (58 mm) 'cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0 5 bar) The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0 35 bar) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector- Phosphor Bronze UNS-C51000 or Copper UNS-C19500 Bulb Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly- Nickel Alloy, coated on both sides with PTFE Tape Screw- Brass UNS-C36000 Pip Cap and Insert Assembly- Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers. Belleville Spring-Exposed For ENT Coated Sprinklers. Belleville Spring-Exposed, Screw and Pipcap- ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass =A, Chrome = F, White Polyester= M-/W, Black Polyester= M-/B, and ENT=JN Temperature Suffix: 135 OF (57 °C) =A, 155 OF (68 °C) = B, 175 OF (79°C) = D, 200 OF (93 °C) = E, 286 OF (141 °C) = G Form No F 033314 19 02.21 Rev 19 1 Replaces Form No F_033314 Rev 18 1 P65 (Removed F-1 Escutcheon.) ti Page 2 of 6 N411UNG* MICROFAST° QUICK ' RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com For example, sprinkler VK302 with a Brass finish and a 155 °F(68 °C)temperature rating = Part No 12979AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the current Viking price list.) Sprinkler Wrenches: A. Standard Wrench. Part No 21475M/B B Wrench for Recessed Pendent Sprinklers Part No 13655W/B**(available since 2006) C Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No 15915 (available since 2010) **A%"ratchet is required (not available from Viking) ***Allows use from the floor by attaching a length of 1"diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F051808 Sprinkler Cabinets: A. Six-head capacity- Part No 01724A(available since 197 1) B Twelve-head capacity, Part No 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfast®Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis- tributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Wrench Flat Protective Sprinkler Cap------, 40 30ME Figure 1: Standard Sprinkler Wrench 21475M/B Form No F_033314 19 02.21 Rev 19 1 Page 3nfG ®R MICROFAST@ QUICK JIMA ERESPONSE PENDENT SP N411QNG* SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings':White Polyester, and Black Polyester ENT in all temperature ratings except 135'F (57 oC) Footnotes The sprinkler temperature rating is stamped on the deflector 2 Based on NFPA-1 3.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts.These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only Note that the spring is exposed on sprinklers with Polyester and ENT coatings. For ENT coated automatic sprinklers,the waterway is coated. Sprinkler wrench 13655W/B** for recessed pendent sprinklers A 1/2" ratchet is required (not available from Viking) Carefully slide the wrench sideways around the protective cap, ensuring engagement with the sprinkler wrench flats Figure 2: Wrench 13655W/B for Recessed Pendent Sprinklers Form No F_033814 19O221 Rev 191 Page 4 of 6 MICROFAST° QUICK NIKIW*j I ' RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com : ... ..... ............. ......... .. .. . Base Nominal Overall Listings and A royals' Part SIN Sprinkler Thread Size K-Factor Length g pp Style g (Refer also to Design Criteria.) Number' NPT BSP U.S. metric' Inches mm cULus" vdS LPCB C 12979 VK302 Pendent 1/2" 15 mm 5 6 806 2-1/4 58 A1Z,B1Y D2,C2X Al A1Z,B1Y D1Z,ClY D1 19780 VK302 Pendent 1/2" 5.6 80.6 2-1/4 58 D3 21354 VK302 Pendent 15 mm 56 806 2-1/4 58 — — D3 066626 VK302 Pendent 1/2" 15 mm 5.6 806 2-1/4 R58 A1Z,61 Y,D2,C2!L��D�1XCiY� • 18021 VK302 Pendent 1/2" 15 mm 56 806 2-1/4 58 A1X,B1Y D1 Approved Temperature Ratings Approved Finishes Approved Escutcheons A-135°F(57°C), 155'F(68°C), 175°F 1 -Brass,Chrome,White X-Standard surface-mounted escutcheon or the (79°C),200°F(93°C),286°F(141 °C) Polyester56,Black Polyes- Viking Micromati&Model E-1 Recessed Escutcheon B-135°F(57°C), 155°F(68°C), 175-F ter5I Y-Standard surface-mounted escutcheon or recessed with the Viking Micromatica (79°C),and 200°F(93°C) 2-ENT5 Model E-1,E-2,or E-3 Recessed Escutcheon C-155°F(68°C), 175'F(79°C),and 3-Chrome Z-Standard surface-mounted escutcheon 200°F(93°C) D-155°F(68°C), 175°F(79°C),20C°F (93°C),286°F(141 °C) Footnotes Base part number shown.For complete part number,refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0 3 This table shows the listings and approvals available at the time of printing Other approvals may be in process. 4 Listed by Underwriters Laboratories Inc.for use in the U S and Canada. 5 cULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors CE Certified,Standard EN 12259-1, EC-certificate of constancy of performance 0832-CPR-$0021 9 MED Certified,Standard EN 12259-1, EC-0832-MED-1003 MM ORITEMA UL00 t"Mrow Chart I above-):. cULus Listing Reauirements• The Viking Microfast®Quick Response Pendent Sprinkler VK302 is cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary occupancies • The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT:Always refer to Bulletin Form No. F_091699-Care and Handling of Sprinklers.Also refer to Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB,APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Form No F_033314 19 02.21 Rev 19 1 Page 5ofG ®R M ICROFASTD QUICK MURESPONSE,PENDENT N41KIW*j PRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com ChWt 21" Base Part S pri nk le r Thread Size Nominal K-Factor Overall Length FM Approva IS3 SIN I SP (Refer also to Design Criteria.) Number' Style NPT BSP U.S. metric' Inches mm 12979 VK302 Pendent 1/2" 15 mm 56 80.6 2-1/4 58 06662B VK302 Pendent 1/2" '15 mm 5.6 80 6 2- /4 58 A1Z,BlY,D2X,C2 18)21 VK302 Pendent 1/2" 15 rnm 56 80 6 Approved Escutcheons Approved Temperature Ratings 0or X - Standard surface-mounted escutcheon or the 200-F(93-C) and Black Polyester' Y-Standard surface-mounted escutcheon or recessed -F(141 -C) Recessed Escutcheon Footnotes Base part number shown. For complete part number,refer to Viking's current price schedule Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa, divide the metric K-factor shown by 100 This table shows the FM Approvals available at the time of printing. Other approvals may be in process. Other colors are available on request with the same Approvals as the standard colors. FM approved as corrosion proofing for corrosive environments. DESM:COMM-:FM FM Approval Reguirements: The Viking Microfast�Quick Response Pendent Sprinkler VK302 is FM Approved as quick response Non-storage pendent sprinklers as indicated in the FM Approval Guide For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT:Always refer to Bulletin Form No. F091699-Care and Handling of Sprinklers.Also refer to Form No. F080614 for general care,installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global, LPCB,APSAD,VdS or other similar organiza- tions,and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Form No F_033314 19O221 Rev 1S1 Page 6 of 6 N41KJNG* MICROFAST° QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Ceiling Opening Size: 1/2" 2-5/16" (59 mm)minimum (15 mm) 2-1/2" (64 mm) maximum NPT ..... . ,i_ j• 2-1/4" �» (57 mm) 1-3/4" (45 mm) Installed with a standard 1/8" surface-mounted escutcheon Figure 3: Sprinkler Dimensions with a Standard Escutcheon n= Ceiling Opening Size: 2-5/16" (59 mm)minimum 2-1/2"(64 mm)maximum (54 mm) (54 mm) A61 ♦ `* � • 1-3/4" (29 mm) 2"" (29 mm) (45 mm) .. 51 mm Max. Min. ( ) Min. Max. Installed with a Installed with a Model Model E-1 Recessed E-2 Thread-on Recessed Escutcheon Escutcheon Figure 4: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No F_033314 19 02.21 Rev 19 1 Replaces Form No F_033314 Rev 18 1 P65 (Removed F-1 Escutcheon ) Page 1 of 6 N41laNG4C MICROFAST® QUICK • RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfast® Quick Response Pendent Sprinkler VK302 is a small ther- mosensitive glass bulb spray sprinkler available with various finishes and tempera- ture ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in ; corrosive environments and are Listed and Approved as indicated in the Approval Charts. 2. LISTINGS AND APPROVALS ANS cULus Listed: Category VNIV FM Approved: Class Series 2000 WARNING:Cancer and Reproductive Harm- Owww.MWamingsxa.gov vds VdS Approved: Certificates G414009, G414010, G4040095, and 4880045 LPCB LPCB Approved: Certificate 096e/06 E CE Certified: Standard EN 12259-1, certificate of constancy of performance 0832-CPR-SO021 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 Refer to Approval Chart 1 and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed 3. TECHNICAL DATA Specifications: Minimum Operating Pressure 7 psi (0 5 bar) Rated to 175 psi (12 bar)water working pressure Factory tested hydrostatically to 500 psi (34 5 bar) Thread size 1/2" NPT, 15 mm BSP Nominal K-Factor 5 6 U S (80 6 metric") Glass-bulb fluid temperature rated to-65 OF (-55°C) Overall Length 2-1/4" (58 mm) `cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0 5 bar) The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0 35 bar) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector- Phosphor Bronze UNS-C51000 or Copper UNS-C19500 Bulb Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly- Nickel Alloy, coated on both sides with PTFE Tape Screw Brass UNS-C36000 Pip Cap and InsertAssembly- Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers. Belleville Spring-Exposed For ENT Coated Sprinklers. Belleville Spring-Exposed, Screw and Pipcap- ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass =A, Chrome = F, White Polyester= M-/W, Black Polyester= M-/B, and ENT=JN Temperature Suffix: 135 OF (57 °C) =A, 155 OF (68 °C) = B, 175 OF (79 °C) = D, 200 OF (93 °C) = E, 286 OF (141 °C) = G Form No F 033314 19 02.21 Rev 19 1 Replaces Form No F_033314 Rev 18 1 P65 — (Removed F-1 Escutcheon ) Page 2 of 6 C MICROFAST° QUICK ' 1A RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com For example, sprinkler VK302 with a Brass finish and a 155 'F (68 °C)temperature rating = Part No 12979AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the current Viking price list.) Sprinkler Wrenches: A. Standard Wrench Part No 21475M/B B Wrench for Recessed Pendent Sprinklers. Part No 13655W/B**(available since 2006) C Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No 15915 (available since 2010) **A'/2"ratchet is required(not available from Viking) ***Allows use from the floor by attaching a length of 1"diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F051808 Sprinkler Cabinets: A. Six-head capacity, Part No 01724A(available since 1971) B Twelve-head capacity Part No 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfast®Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis- tributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Wrench Flat Protective Sprinkler Cap 10ME, Figure 1: Standard Sprinkler Wrench 21475M/B Form No F_033314 19 02.21 Rev 19 1 Page 3ofG MICROFASTO QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Intermediate 200 oF (93'C) 150 'F (65 'C) Green Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant CoatingS3: White Polyester, and Black Polyester ENT in all temperature ratings except 135 oF (57 oC) Footnotes The sprinkler temperature rating is stamped on the deflector 213ased on NFPA-1 3.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts.These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only Note that the spring is exposed on sprinklers with Polyester and ENT coatings. For ENT coated automatic sprinklers,the waterway is coated. Sprinkler wrench 13655W/B** for recessed pendent sprinklers A 1/2" ratchet is required (not available from Viking) Carefully slide the wrench sideways around the protective cap,ensuring engagement with the sprinkler wrench flats Figure 2: Wrench 13655W/B for Recessed Pendent Sprinklers Form No F_033314 19 02.21 Rev 191 � Page 4ufS Page SofG Page 6 of 6 N41KIW4jC MICROFAST® QUICK ' RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Ceiling Opening Size: 1/2" 2-5/16" (59 mm) minimum (15 mm) ` ` 2-1/2" (64 mm)maximum NPTY. 2-1/4" (57 mm) ; 1-3/4" z €, (45jmm) Installed with a standard 1/8"surface-mounted escutcheon Figure 3: Sprinkler Dimensions with a Standard Escutcheon Ceiling Opening Size: y' 2-5/16" (59 mm)minimum 2-1/2" (64 mm)maximum Win ' e 2-1/8" (54 mm) (54 mm) "Al y ' 1-3/4" (29 mm) 2"" (29 mm) (45 mm) Min. (51 mm) Min. Max. Max. SLL. .,mtd�i BB Installed with a Installed with a Model Model E-1 Recessed E-2 Thread-on Recessed Escutcheon Escutcheon Figure 4: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No F_033314 19 02.21 Rev 19 1 Replaces Form No F_033314 Rev 18 1 P65 (Removed F-1 Escutcheon) Page 1 of 6 C MICROFAST® QUICK • RESPONSE PENDENT 411QNG* SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfast®Quick Response Pendent Sprinkler VK302 is a small ther- a - mosensitive glass bulb spray sprinkler available with various finishes and tempera- ture ratings to meet design requirements The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired In addition, these coatings have been investigated for installation in corrosive environments and are Listed and Approved as indicated in the Approvalx-,.. Charts 2. LISTINGS AND APPROVALS AN, cULus Listed: Category VNIV FM Approved: Class Series 2000 WARNING:Cancer and Reproductive Hartn- vds VdS Approved: Certificates G414009, G414010, G4040095, and 4880045 www.P65Wamings.ca.gov LPM LPCB Approved: Certificate 096e/06 C E CE Certified: Standard EN 12259-1, certificate of constancy of performance 0832-CPR-SO021 CCCF Approved:Approved by the China Certification Center for Fire Products(CCCF) Q MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 Refer to Approval Chart 1 and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed 3. TECHNICAL DATA Specifications: Minimum Operating Pressure 7 psi (0 5 bar) Rated to 175 psi (12 bar)water working pressure Factory tested hydrostatically to 500 psi (34 5 bar) Thread size 1/2" NPT, 15 mm BSP Nominal K-Factor 5 6 U S (80 6 metric') Glass-bulb fluid temperature rated to-65 OF (-55°C) Overall Length 2-1/4" (58 mm) 'cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar) The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0 35 bar) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector Phosphor Bronze UNS-C51000 or Copper UNS-C19500 Bulb Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly- Nickel Alloy, coated on both sides with PTFE Tape Screw- Brass UNS-C36000 Pip Cap and Insert Assembly- Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers. Belleville Spring-Exposed For ENT Coated Sprinklers. Belleville Spring-Exposed, Screw and Pipcap- ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass=A, Chrome = F, White Polyester= M-/W, Black Polyester= M-/B, and ENT=JN Temperature Suffix: 135 OF (57 °C) =A, 155 OF (68 °C) = B, 175 OF (79 °C) = D, 200 OF (93 °C) = E, 286 OF (141 °C) = G Form No F 033314 19 02.21 Rev 19 1 Replaces Form No F-033314 Rev 18.1 P65 (Removed F-1 Escutcheon ) Page 2 of 6 N41KJNG* C MICROFAST® QUICK ' RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com For example, sprinkler VK302 with a Brass finish and a 155 'F (68 °C)temperature rating = Part No 12979AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the current Viking price list.) Sprinkler Wrenches: A. Standard Wrench Part No 21475M/B B Wrench for Recessed Pendent Sprinklers. Part No 13655W/B**(available since 2006) C Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No 15915 (available since 2010) **A'W'ratchet is required(not available from Viking) ***Allows use from the floor by attaching a length of 1"diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F051808 Sprinkler Cabinets: A. Six-head capacity, Part No 01724A(available since 1971) B Twelve-head capacity, Part No 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfast®Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis- tributors See The Viking Corporation web site for the closest distributor or contact The Viking Corporation 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Wrench Flat Protective Sprinkler Cap Figure 1: Standard Sprinkler Wrench 21475M/B Form No F_033314 19 02.21 Rev 19 1 Page 3ofG � Page 4cfG ®R MICROFASTO QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation,2iONIndustrial Park Drive, Hastings K8|4q058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Emoi|:tochevco@vihinguorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com jA 112, 1 MW Base Sprinkler Thread Size Nominal Overall Listings and Approvals3 Part SIN Style — — K-Factor Length (Refer also to Design Criteria.) Number' TBSP U.S. metriC2 Inches mm cULus' VdS LPCB 19780 VK302 Pendent 1/2" 56 806 2-1/4 58 D3 21354 VK302 Pendent 15 mm 56 806 2-1/4 58 D3 06662B VK302 Pendent 1/2" 15mm 56 806 2-1/4 58 AIZ,BlY,D2,C2X 18021 VK302 Pendent 1/2" 15 56 80.6 2-1/4 58 A1X,BlY ly Cjy7 Approved Temperature Ratings Approved Finishes Approved Escutcheons A-135-F(57-C), 155-F(68-C), 175-F 1 -Brass,Chrome,White X-Standard surface-mounted escutcheon or the (79 C),200-F(93-C),286-F(141 -C) Polyester",Black Polyes- Viking MicromaticR Model E-1 Recessed Escutcheon B-135-F(57-C), 155-F(68-C), 175 oF ter'I Y-Standard surface-mounted escutcheon or recessed with the Viking Micromatic' C-155-F(68�C), 175'F(79'C),and 3-Chrome Z-Standard surface-mounted escutcheon Footnotes Base part number shown. For complete part number,refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0 1 This table shows the listings and approvals available at the time of printing Other approvals may be in process 4 Listed by underwriters Laboratories Inc.for use in the U S and Canada cLILus Listed as corrosion-resistant Other colors are available on request with the same Listings and Approvals as the standard colors 7 CE Certified,Standard EN 12259-1, EC-certificate of constancy of performance 0832-CPR-SO021 MED Certified,Standard EN 12259-1,EC-0832-MED-1003 DOM jq�A,A The Viking Microfast"Quick Response Pendent Sprinkler VK302 is cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers Designed for use in Light and Ordinary occupancies The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed IMPORTANT:Always refer to Bulletin Form No. F—091699-Care and Handling of Sprinklers.Also refer to Form No. F 080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB,APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No F_033314 19O221 Rev 19 1 Page 5ofG ®R MICROFASTO QUICK j RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation,210NIndustrial Park Drive,Hastings K8|49U58 Telephone: 269-945-9501 Technical Services: BT7'384-5464 Fon:269'818-1680 Emoi|:tachnvca@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Base Part Sprinkler Thread Size Nominal K-Factor Overall Length FM ApprovaIS3 Number' SIN Style �BSP U.S. metric' Inches mm (Refer also to Design Criteria.) 12979 VK302 Pendent 1/2" 1 15 mm 5.6 806 2-1/4 58 A1Z, BlY, D2X,C2 06662B VK302 1/Z 71 i Fm 7567806 72-1/4 58 A1Z,BlY,D2X,C2 18021 VK302 I Pendent 1/2" 1 15 mm 5.6 806 2-1/4 58 A1Z,BlY Approved Temperature Ratings Approved Escutcheons (93-C),286-F(141 -C) Approved Finishes Viking Micromatic," Model E-1 Recessed 200-F(93-C) and Black Polyester' Y-Standard surface-mounted escutcheon or recessed -F(141 -C) Recessed Escutcheon Footnotes Base part number shown. For complete part number,refer to Viking's current price schedule. Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa, divide the metric K-factor shown by 100 This table shows the FM Approvals available at the time of printing. Other approvals may be in process. Other colors are available on request with the same Approvals as the standard colors. FM approved as corrosion proofing for corrosive environments. FM FM Approval Reguirements: The Viking Microfast"Quick Response Pendent Sprinkler VK302 is FM Approved as quick response Non-storage pendent sprinklers as indicated in the FM Approval Guide For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT:Always refer to Bulletin Form No. F—091699-Care and Handling of Sprinklers.Also refer to Form No. F080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB,APSAD,VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Form No F_033314 18O2.21 Rev 1S1 Page 6 of 6 MICROFAST® QUICK ' RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Ceiling Opening Size: 1/2" 2-5116" (59 mm) minimum (15 mm) 2-1/2" (64 mm)maximum NPT s;<: REM n. r� r 2-1/4" (57 mm) ` 1-314" (45 mm) Installed with a standard 1/8"surface-mounted escutcheon Figure 3: Sprinkler Dimensions with a Standard Escutcheon Ceiling Opening Size: 2-5/16" (59 mm) minimum 2-1/2" (64 mm)m aximum (54 mm) (54 mm) •• N 1-314' (29 mm) 2"' (29 mm) (45 mm) Min. (51 mm) Min. Max. Max. fmu. Installed with a Installed with a Model Model E-1 Recessed E-2 Thread-on Recessed Escutcheon Escutcheon Figure 4: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No F_033314 19 02.21 Rev 19 1 Replaces Form No F_033314 Rev 18 1 P65 (Removed F-1 Escutcheon ) Page 1 of 4 MICROFAST° QUICK • RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfase Quick Response Upright Sprinkler VK300 is a small, thermosensitive, glass-bulb spray sprinkler available in several differ- ent finishes and temperature ratings to meet design requirements The spe- cial Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coat- ings have been investigated for installation in corrosive atmospheres and . are listed/approved as corrosion resistant as indicated in the Approval . Charts. (Note FM global approves the ENT coating as corrosion resistant.FM Global has no approval classification Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Classes 2002 and 2020 WARNING:Cancer and Reproductive Hartn- Refer to Approval Charts and Design Criteria for listing and approval requirements www.P65wamings.ca.gov that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure 7 psi (0 5 bar)" Maximum Working Pressure 175 psi (12 bar)wwp Factory tested hydrostatically to 500 psi (34 5 bar) Testing: U S.A. Patent No 4,831,870 Thread size. 1/2" NPT, 15 mm BSP Nominal K-Factor 5 6 U S (80 6 metric") Glass-bulb fluid temperature rated to-65 °F (-55°C) Overall Length. 2-3/16" (56 mm) 'cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0 5 bar) The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0 35 bar) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector Brass UNS-C23000 or Copper UNS-C19500 Bulb Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with PTFE Tape Screw- Brass UNS-C36000 Pip Cap and InsertAssembly Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers. Belleville Spring-Exposed For ENT Coated Sprinklers. Belleville Spring-Exposed, Screw and Pipcap - ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast®Quick Response Upright Sprinkler VK300 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass =A, Chrome = F, White Polyester= M-/W, Black Polyester= M-/B, and ENT=JN Temperature Suffix (°F/°C) 135°/57° =A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286'/141' = G For example, sprinkler VK300 with a 1/2" NPT thread, Brass finish and a 155 °F/68 °C temperature rating = Part No 12978AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website) Sprinkler Wrench: Standard Wrench. Part No 21475M/B (available since 2017) Sprinkler Cabinets: A. Six-head capacity Part No 01724A(available since 1971) B Twelve-head capacity Part No 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Form No F052114 18 10 11 Rev 17 1 P65 Replaces Form No F_052114 Rev 17 1 (Added P65 Warning.) Page 2 of 4 0 Arm MICROFAST® QUICK Kd ' 9 , RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements 7. AVAILABILITY The Viking Microfast®Quick Response Upright Sprinkler VK300 is available through a network of domestic and international distributors See The Viking Corporation web site for the closest distributor or contact The Viking Corporation 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES pit kfsxfmuxAri�fa - ' fiil[E:Caior �ifcai�cs 'Cperatt[re Ratfrtg Ceiting'Tepetr-lww ..-- Ordinary 135°F(57°C) 100-F(38°C) Orange Ordinary 155-F(68°C) 100°F(38°C) Red Intermediate 175-F(79°C) 150°F(65°C) Yellow Intermediate 200°F(93°C) 150-F(65°C) Green High 286-F(141 °C) 225-F(107°C) Blue Sprinkler Finishes: Brass, Chrome,White Polyester, Black Polyester,and ENT Corrosion-Resistant Coatings':White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135'F(57°C) Footnotes The sprinkler temperature rating is stamped on the deflector Based on NFPA-13 Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts.These tests cannot and do not represent all possible corrosive environments. Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only Note that the spring is exposed on sprinklers with Polyester,ENT,and PTFE coatings.For ENT coated automatic sprinklers,the waterway is coated. Protective Sprinkler Cap- Wrench Flat Figure 1: Standard Sprinkler Wrench 21475M/B Form No F_052114 18 10 11 Rev 17 1 P65 ~ Page 3 of � Page 4of4 I=UAF M MICROFAST@ QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Wile v� Base Part SIN Thread Size Nominal K-Factor Overall Length FM ApprovaIS3 Number' __ NPT BSP U.S. metriC2 Inches mm (Refer also to Design Criteria below.) 12978 VK300 1/2" 15 mm 56 806 2-3/16 56 Al, B2 06661 B VK300 1/2" 806 2-3/16 51 B2 Approved Temperature Ratings Approved Finishes Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0. I This table shows the FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. I Other colors are available on request with the same Approvals as the standard colors. 6 FM approved as corrosion resistant. Chart Zab�: FM Approval Reouirements: The Microfast"Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non-Storage upright sprinkler as indicated in the FM Approval Guide For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to minimum water supply requirements, hydraulic design,ceiling slope and obstructions, minimum and maximum allowable spacing,and deflector distance below the ceiling NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT. Always refer to Bulletin Form No. F—091699 - Care and Handling of Sprinklers. Also refer to Form No. F080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations, and also with the provisions of governmental codes, ordinances,and standards, whenever applicable. Form No F_052114 18 1011 Rev 17 1 P65 Replaces Form No F_O52114Rev 171 Page 1 of 4 m Arm MICROFAST° QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfast® Quick Response Upright Sprinkler VK300 is a small, thermosensitive, glass-bulb spray sprinkler available in several differ- ent finishes and temperature ratings to meet design requirements. The spe- cial Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired In addition, these coat- ings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note FM global approves the ENT coating as corrosion resistant. FM Global has no approval classification Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS E � cULus Listed: Category VNIV FM Approved: Classes 2002 and 2020 WARNING: and Reproductive Harm- Refer to Approval Charts and Design Criteria for listing and approval requirements www.P65Wamings.ca.gov that must be followed 3. TECHNICAL DATA Specifications: Minimum Operating Pressure 7 psi (0 5 bar)' Maximum Working Pressure. 175 psi (12 bar)wwp Factory tested hydrostatically to 500 psi (34 5 bar) Testing- U S.A. Patent No 4,831,870 Thread size 1/2" NPT, 15 mm BSP Nominal K-Factor 5 6 U S (80 6 metric") Glass-bulb fluid temperature rated to-65 °F (-55 °C) Overall Length. 2-3/16" (56 mm) 'cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0 5 bar) The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0 35 bar) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector Brass UNS-C23000 or Copper UNS-C19500 Bulb Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with PTFE Tape Screw Brass UNS-C36000 Pip Cap and Insert Assembly Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers. Belleville Spring-Exposed For ENT Coated Sprinklers. Belleville Spring-Exposed, Screw and Pipcap - ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfase Quick Response Upright Sprinkler VK300 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass =A, Chrome = F, White Polyester= M-/W, Black Polyester= M-/B, and ENT=JN Temperature Suffix(°F/°C) 135°/57° =A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286'/141' = G For example, sprinkler VK300 with a 1/2" NPT thread, Brass finish and a 155 °F/68 °C temperature rating = Part No 12978AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website) Sprinkler Wrench: Standard Wrench. Part No 21475M/B (available since 2017) Sprinkler Cabinets: A. Six-head capacity, Part No 01724A(available since 1971) B Twelve-head capacity Part No 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Form No F052114 18 10 11 Rev 17 1 P65 Replaces Form No F_052114 Rev 17 1 (Added P65 Warning ) Page 2 of 4 a Arm MICROFAST° QUICK ' RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfase Quick Response Upright Sprinkler VK300 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES __. . p e>~Tern raf�: � tri kl�rrr�iilmf� ���A1Elai: B�lilit Gc�rsr Te per re t tati rig Ceffig'1ernper um2 Ordinary 135-F(57°C) 100°F(38°C) Orange Ordinary 155-F(68°C) 100-F(38°C) Red Intermediate 175-F(79°C) 150-F(65°C) Yellow Intermediate 200°F(93°C) 150°F(65°C) Green High 286-F(141 °C) 225-F(107°C) Blue Sprinkler Finishes: Brass,Chrome,White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings':White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135°F(57°C) Footnotes The sprinkler temperature rating is stamped on the deflector 2 Based on NFPA-13 Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts.These tests cannot and do not represent all possible corrosive environments. Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment.For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only Note that the spring is exposed on sprinklers with Polyester, ENT,and PTFE coatings.For ENT coated automatic sprinklers,the waterway is coated. Protective Sprinkler Cap- Wrench Flat Figure 1: Standard Sprinkler Wrench 21475M/B Form No F052114 18 10 11 Rev 17 1 P65 Page 3 of 4 MICROFAST® QUICK • RESPONSE UPRIGHT :SPRINKLER VK300 (K5.6) -1411UNG* The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Base Part SIN Thread Size Nominal K-Factor Overall Length Listings and Approvals' Number NPT I BSP U.S. metricz Inches I mm cULus VdS LPCB I NYC- f ti 12978 VK300 1/2" 15 mm 56 806 2-3/16 56 Al, B2 ISee footnote 7 -- 06661 B VK300 1/2" 15 mm 5 6 806 2-3/16 56 A1, 62 -- - See footnote 7 -- Approved Temperature Ratings Approved Finishes A- 135 °F (57 °C), 155 °•F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 1 - Brass, Chrome,White Polyester 16, and Black Polyester" 286°F (141°C) 2-ENT B- 155°F(68°C), 175°F(79°C), 200 °F(93 °C), and 286'F(141'C) Footnotes Base part number is shown For complete part number,refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0 'This table shows the listings and approvals available at the time of printing.Check with the manufacturer for any additional approvals 4 Listed by Underwriters Laboratories Inc.for us in the U.S and Canada e Other colors are available on request with the same Listings and Approvals as the standard colors e cULus Listed as corrosion resistant. 7 Meets New York City requirements,effective July 1,2008 e Accepted for use,City of New York Board of Standards and Appeals,Calendar Number 219-76-SA and City of New York Department of Buildings, MEA 89-92-E,Vol. 16 4A190 refer to Approval-Cf t 1 above.) cULus Listing Requirements: The Viking Microfast3 Quick Response Upright Sprinkler VK300 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers • Designed for use in Light and Ordinary Hazard occupancies. • The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations, and also with the provisions of governmental codes,ordinances,and standards, whenever applicable. Form No F052114 18 10 11 Rev 17 1 P65 � Page 4of4 RESPONSE UPRIGHT The Viking Corporation,210NIndustrial Park Drive, Hastings K0|49V58 Telephone: 269-945-9501 Technical Services: B77'384-54G4 Fon: 269'8184680 Emoi|:tochovna@vihingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Base Part SIN Thread Size Nominal K-Factor Overall Length FM Approvals' Number' NPT BSP U.S. metric' Inches mm (Refer also to Design Criteria below.) 12978 VK300 1/2" 15 mm 56 806 2-3/16 56 Al, B2 �0666�1B �VK300 0 1 Fq�N15 71 56 806 2-3/16 56 A1, B2 Approved Temperature Ratings Approved Finishes Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. This table shows the FM Approvals available at the time of printing Check with the manufacturer for any additional approvals Other colors are available on request with the same Approvals as the standard colors. 6 FM approved as corrosion resistant. (Also retertuAWevall Chwt-Z above-) The Microfast� Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non-Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing,and deflector distance below the ceiling NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F091699 - Care and Handling of Sprinklers. Also refer to Form No. F—080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB, APSAID,VdS or other similar organizations,and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No F_052114 181011 Rev 171 P65 Replaces Form No F_O52114Rev 171 (AddedP05Warning) Page 1 of 4 MICROFAST° QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) _1N1K1W4j"- 1N111 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfast® Quick Response Upright Sprinkler VK300 is a small, thermosensitive, glass-bulb spray sprinkler available in several differ- ent finishes and temperature ratings to meet design requirements. The spe- .A. cial Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coat- ings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note FM global approves the ENT coating as corrosion resistant. FM Global has no approval classification Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV fes.. FM Approved: Classes 2002 and 2020 Refer to Approval Charts and Design Criteria for listing and approval requirements A WARNING:Cancer Reproductive Hartn- www.P65Wami ngs.ca.gov that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure 7 psi (0 5 bar)' Maximum Working Pressure 175 psi (12 bar)wwp Factory tested hydrostatically to 500 psi (34 5 bar) Testing: U S.A. Patent No 4,831,870 Thread size 1/2" NPT, 15 mm BSP Nominal K-Factor, 5 6 U S (80 6 metric") Glass-bulb fluid temperature rated to-65 °F (-55 °C) Overall Length. 2-3/16" (56 mm) 'cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar) The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0 35 bar) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector Brass UNS-C23000 or Copper UNS-C19500 Bulb Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with PTFE Tape Screw Brass UNS-C36000 Pip Cap and InsertAssembly Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers. Belleville Spring-Exposed For ENT Coated Sprinklers. Belleville Spring-Exposed, Screw and Pipcap - ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfase Quick Response Upright Sprinkler VK300 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass =A, Chrome = F, White Polyester= M-/W, Black Polyester= M-/B, and ENT= JN Temperature Suffix(°F/°C) 135°/57° =A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141° = G For example, sprinkler VK300 with a 1/2" NPT thread, Brass finish and a 155 °F/68 °C temperature rating = Part No 12978AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website) Sprinkler Wrench: Standard Wrench Part No 21475M/B (available since 2017) Sprinkler Cabinets: A. Six-head capacity Part No 01724A(available since 1971) B Twelve-head capacity Part No 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Form No F_052114 18 10 11 Rev 17 1 P65 Replaces Form No F_052114 Rev 17 1 (Added P65 Warning.) Page 2 of 4 MICROFAST° QUICK • RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfast®Quick Response Upright Sprinkler VK300 is available through a network of domestic and international distributors See The Viking Corporation web site for the closest distributor or contact The Viking Corporation 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES ... . .. _. � r Mtiitiltal Ntax166 Ai&mt - Ing, � €ssicat3ct Temperature Ratfng Nt+g'Cb�oW... Ordinary 135°F(57°C) 100°F(38°C) Orange Ordinary 155°F(68°C) 100°F(38°C) Red Intermediate 175°F(79°C) 150°F(65°C) Yellow Intermediate 200°F(93°C) 150°F(65°C) Green High 286°F(141 °C) 225°F(107°C) Blue Sprinkler Finishes: Brass,Chrome,White Polyester, Black Polyester,and ENT Corrosion-Resistant Coatings'-White Polyester, Black Polyester,and Black PTFE. ENT in all temperature ratings except 135°F(57°C) Footnotes The sprinkler temperature rating is stamped on the deflector 2 Based on NFPA-13 Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts.These tests cannot and do not represent all possible corrosive environments Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only Note that the spring is exposed on sprinklers with Polyester,ENT,and PTFE coatings.For ENT coated automatic sprinklers,the waterway is coated. Protective Sprinkler Cap- Wrench Flat is piom1 Figure 1: Standard Sprinkler Wrench 21475M/B Form No F_052114 18 10 11 Rev 17 1 P65 Page 3 of 4 a Arm 141luMICROFAST° QUICK • RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com ...... ......... Base Part SIN Thread Size Nominal K-Factor Overall Length Listings and Approvals' Number' NPT BSP U.S. metric' Inches mm cULus VdS LPCB NYC- 12978 VK300 1/2" 15 mm 56 806 2-3/16 56 A1, B2 -- *1000 06661B VK300 1/2" 15 mm 5 6 80 6 2-3/ 16 56 A1, 62 --Approved Temperature Ratings Approved Finishes A- 135 -F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 1 - Brass, Chrome,White Polyester',', and Black Polyester's 286°F(141°C) 2-ENT' B-155 °F(68°C), 175°F(79°C), 200 °F (93°C), and 286 °F(141°C) Footnotes Base part number is shown.For complete part number,refer to Viking's current price schedule. Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 'This table shows the listings and approvals available at the time of printing.Check with the manufacturer for any additional approvals Listed by Underwriters Laboratories Inc.for us in the U S.and Canada s Other colors are available on request with the same Listings and Approvals as the standard colors. a cULus Listed as corrosion resistant. 7 Meets New York City requirements,effective July 1,2008 8 Accepted for use,City of New York Board of Standards and Appeals,Calendar Number 219-76-SA and City of New York Department of Buildings,MEA 89-92-E,Vol. 16. DESIGN GEM" (Also reW toApsval Ct'tt.t.ab .) cULus Listing Requirements: The Viking Microfast'Quick Response Upright Sprinkler VK300 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers • Designed for use in Light and Ordinary Hazard occupancies. • The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations, and also with the provisions of governmental codes,ordinances,and standards, whenever applicable. Form No F_052114 18 10 11 Rev 17 1 P65 Page 4 of 4 MICROFAST° QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com : P Base Part SIN Thread Size Nominal K-Factor Overall Length FM Approvals' Number' NPT BSP U.S. metric' Inches mm (Refer also to Design Criteria below.) 12978 VK300 1/2" 15 mm 56 806 2-3/16 56 Al, B2 I as 06661 B VK300 1/2" 1 15 mm 56 806 2-3/16 56 Al, B2 Approved Temperature Ratings Approved Finishes A- 135 °F(57 °C), 155°F(68 °C), 175 °F (79°C), 200°F(93 °C), and 286°F (141°C) 1 Brass, Chrome, White Polyesters, and Black B- 155°F(68 °C), 175 °F(79 °C), 200-F(93°C), and 286 °F(141°C) Polyesters 2- ENT' Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0 This table shows the FM Approvals available at the time of printing Check with the manufacturer for any additional approvals. s Other colors are available on request with the same Approvals as the standard colors. 6 FM approved as corrosion resistant. QE 310K SI0N+f. TER1A-Iwo fAlsu eta Approval f✓haGt: ,abnre:}° FM Approval Reauirements: The Microfast�Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non-Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to minimum water supply requirements, hydraulic design,ceiling slope and obstructions, minimum and maximum allowable spacing,and deflector distance below the ceiling NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No F_052114 18 10 11 Rev 17 1 P65 Replaces Form No F_052114 Rev 17 1 (Added P65 Warning) Page 1 of 4 MICROFAST° QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfase Quick Response Upright Sprinkler VK300 is a small, thermosensitive, glass-bulb spray sprinkler available in several differ- _£ ent finishes and temperature ratings to meet design requirements The spe- cial Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coat- ings have been investigated for installation in corrosive atmospheres and : are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note FM global approves the ENT coating as corrosion resistant. FM Global has no approval classification Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS cca cULus Listed: Category VNIV VRA FM Approved: Classes 2002 and 2020 _d Refer to Approval Charts and Design Criteria for listing and approval requirements WARNING:www.PCancer and Reproductive Hartn- pp 9 9 PP q t www.Psswamings.ca.gov that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure 7 psi (0 5 bar)' Maximum Working Pressure 175 psi (12 bar)wwp Factory tested hydrostatically to 500 psi (34 5 bar) Testing U S.A. Patent No 4,831,870 Thread size 1/2" NPT, 15 mm BSP Nominal K-Factor 5 6 U S (80 6 metric") Glass-bulb fluid temperature rated to-65 °F (-55 °C) Overall Length. 2-3/16" (56 mm) "cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar) The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0.35 bar) Material Standards: Frame Casting- Brass UNS-C84400 or QM Brass Deflector Brass UNS-C23000 or Copper UNS-C19500 Bulb Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with PTFE Tape Screw- Brass UNS-C36000 Pip Cap and InsertAssembly Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers. Belleville Spring-Exposed For ENT Coated Sprinklers. Belleville Spring-Exposed, Screw and Pipcap- ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast®Quick Response Upright Sprinkler VK300 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass =A, Chrome = F, White Polyester= M-/W, Black Polyester= M-/B, and ENT=JN Temperature Suffix (°F/°C) 135°/57° =A, 155°/68° = B, 175°/79° = D, 200`/93° = E, and 286'/141' = G For example, sprinkler VK300 with a 1/2" NPT thread, Brass finish and a 155 °F/68 °C temperature rating = Part No 12978AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website) Sprinkler Wrench: Standard Wrench Part No 21475M/B (available since 2017) Sprinkler Cabinets: A. Six-head capacity Part No 01724A(available since 1971) B Twelve-head capacity, Part No 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards Form No F_052114 18 10 11 Rev 17 1 P65 Replaces Form No F_052114 Rev 17 1 (Added P65 Warning ) Page 2 of 4 MICROFAST° QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfase Quick Response Upright Sprinkler VK300 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly ■ TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS FINISHES i iffTparatl ptci [tittai )3a�rirtturr J�i�nbielnfE atss a xf TbnV"Shm ftatirtg' Ceiling 7'ettt eraturV... Elm color Ordinary 135°F(57°C) 100°F(38°C) Orange Ordinary 155°F(68°C) 100°F(38°C) Red Intermediate 175°F(79°C) 150°F(65°C) Yellow Intermediate 200°F(93°C) 150°F(65°C) Green High 286°F(141 °C) 225°F(107°C) Blue Sprinkler Finishes: Brass, Chrome,White Polyester, Black Polyester,and ENT Corrosion-Resistant Coatings':White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135°F(57°C) Footnotes The sprinkler temperature rating is stamped on the deflector Based on NFPA-13 Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 'The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts.These tests cannot and do not represent all possible corrosive environments. Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only Note that the spring is exposed on sprinklers with Polyester,ENT,and PTFE coatings.For ENT coated automatic sprinklers,the waterway is coated Protective Sprinkler Cap- Wrench Flat Figure 1: Standard Sprinkler Wrench 21475M/B Form No F_052114 18 10 11 Rev 17 1 P65 Page 3nf4 MICROFAST@ QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation,21UNIndustrial Park Drive,Hastings M|49068 Telephone: 269-945-9501 Technical Services: W77'384-54g4 Fou: 2$9'818'1680 Emoi|: xachovcs@vikinQcono.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com AOOMWChAtt Base Part SIN Thread Size Nominal K-Factor Overall Length Listings and ApprovaIS3 Number' NPT I BSP U.S. metriC2 Inches mm cULus VdS LPCB NYC- 12978 VK300 1/2" 015 m*m5 6 806 2-3/16 506 *A1, B2 See footnote 7 FF I 6661 K300 1 1/2" 15 mm 1 56 806 1 2-3/16 56 A1, B2 See footnote 7 Approved Temperature Ratings Approved Finishes Footnotes Base part number is shown.For complete part number,refer to Viking's current price schedule. Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 'This table shows the listings and approvals available at the time of printing Check with the manufacturer for any additional approvals. 4 Listed by Underwriters Laboratories Inc for us in the U S and Canada Other colors are available on request with the same Listings and Approvals as the standard colors. cULus Listed as corrosion resistant 7 Meets New York City requirements,effective July 1,2008 8 Accepted for use,City of New York Board of Standards and Appeals,Calendar Number 219-76-SA and City of New York Department of Buildings,MEA 89-92-E,Vol. 16 DESM14 MET (Also refer to APPVVW CW i AbOW4 The Viking Microfast`Quick Response Upright Sprinkler VK300 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary Hazard occupancies The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT. Always refer to Bulletin Form No. F—091699 - Care and Handling of Sprinklers. Also refer to Form No. F—080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes, ordinances,and standards, whenever applicable. Form No F_052114 181011 Rev 171 P05 Page 4of4 MICROFAST@ QUICK RESPONSE UPRIGHT w4j SPRINKLER VK300 (K5.6) The Viking Corporation,210NIndustrial Park Drive, Hastings K8|49V58 Telephone: 269-945'9501 Technical Services: 877'384-5464 Foo: 269'8184680 Emoi|: b*uhovca@vihingcorp.uom Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Base Part SIN Thread Size Nominal K-Factor Overall Length FM Approvals' Number' NPT BSP U.S. metriC2 Inches mm (Refer also to Design Criteria below.) 12978 VK300 1/2" 15 mm 56 806 2-3/16 56 Al, B2 Approved Temperature Ratings Approved Finishes Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. This table shows the FM Approvals available at the time of printing Check with the manufacturer for any additional approvals. Other colors are available on request with the same Approvals as the standard colors. 6 FM approved as corrosion resistant. DESIGN CRF RM EM The Microfast"Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non-Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to minimum water supply requirements, hydraulic design,ceiling slope and obstructions, minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT. Always refer to Bulletin Form No. F091699 - Care and Handling of Sprinklers. Also refer to Form No. F—080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes, ordinances,and standards, whenever applicable. Form No F_052114 181011 Rev 171 P65 Replaces Form No F_O52114Rev 171 (AddodPO5VVarning) Page 1 of 7 C MIRAGE° STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION Viking Mirage® Standard and Quick Response Concealed Pendent Sprinkler VK462 and HP Sprinkler VK463 are thermosensitive glass-bulb spray sprinklers designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The sprinkler is pre-assembled with a threaded adapter for installation with a low- profile cover assembly that provides up to '/2" (12.7 mm) of vertical adjustment. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate The"push-on","thread-off'design of the concealed cover plate assem- bly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied. The cover assembly can be removed and reinstalled, .w allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler The Electroless Nickel PTFE(ENT)coating has been ...............I investigated for installation in corrosive environments and is cULus Listed as indicated in the Approval Charts. The ENT finish is only available for the sprinkler assembly, the cover plate is not plated. I 2. LISTINGS AND APPROVALS c o) us cULus Listed: Category VNIV FM Approval: Class 2015 WARNING:Cancer and Reproductive Harm- NYC Approved: MEA 89-92-E, Volume 32 www.P65Wamings.ca.gov vds VdS Approved: Certificate G4080021 arca LPCB Approved: Certificate number 096e/12 E CE Certified: Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40249 O CCCF Approved:Approved by the China Certification Center for Fire Products (CCCF) ` MED Certified: Standard EN 12259-1, EC-certificate 0832-MED-1003 Refer to Approval Chart 1 Design Criteria for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page for FM Approval requirements that must be followed 3. TECHNICAL DATA Specifications: Available since 2006 Minimum Operating Pressure 7 psi (0 5 bar)' Maximum Working Pressure: Sprinkler VK463 is rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17.2 bar) for high-pressure systems. High-pressure (HP) sprinklers can be identified by locating "250"stamped on the deflector.Sprinkler VK462 is rated to a maximum 175 psi (12 bar)wwp. Factory tested hydrostatically to 500 psi (34 5 bar) Thread size 1/2" (15 mm) NPT Nominal K-Factor, 5 6 U S (80 6 metrict) Glass-bulb fluid temperature rated to-65°F (-55°C) Patents Pending 'cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar) The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0 35 bar) tMetric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0 Material Standards: Sprinkler Body- Brass UNS-C84400 Deflector Copper UNS-C19500 for Sprinkler VK462 Phosphor Bronze UNS-C51000 for Sprinkler VK463 Deflector Pins. Stainless Steel Alloy Bulb Glass, nominal 3 mm diameter Form No F_103005 18 10 11 Rev 18.2 P65 Replaces Form No F_103005 Rev 18.2 (Added P65 Warning ) Page 2 of 7 C MIRAGE°STANDARD AND N4 I KJ MQR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Pip Cap and Insert Assembly Copper UNS-C11000 and Stainless Steel UNS-S30400 Button. Brass UNS-C36000 Screws 18-8 Stainless Steel Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with Teflon Tape Yoke Phosphor Bronze UNS-C51000 Cover Adapter Cold Rolled Steel UNS-G10080, Finish Clear Chromate over Zinc Plating Cover Assembly Materials: Cover Copper UNS-C11000 or Stainless Steel UNS-S30400 Base. Brass UNS-C26000 or UNS-C26800 Springs. Nickel Alloy Solder Eutectic Ordering Information: (Also refer to the current Viking price list.) Viking Mirage®Standard and Quick Response Concealed Pendent Sprinklers and Cover Plate Assemblies must be ordered separately- Sprinkler: eparatelySprinkler: Base Part No VK462- 13503A for Brass finish and 13503JN for ENT finish VK463- HP Base Part No 13667A Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number Temperature Suffix: 155°F (68 °C) = B, 175 °F (79 °C) = D, 200 °F (93°C) = E For example, sprinkler VK463 with a 155 °F (68 °C)temperature rating = 13667AB Standard Cover Plate Assembly: Base Part No 13504(2-3/4"diameter), Base Part No 13642 (3-5/16"diameter), or Base Part No 15394 (square cover plate, 3-5/16") Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number Finish Suffix: Polished Chrome = F, Brushed Chrome = F-/B, Bright Brass = B, Antique Brass = B-/A, Brushed Brass = B-/B, Brushed Copper= E-/B, Painted White= M-/W, Painted Ivory = M-/I, Painted Black= M-/B Temperature Suffix: 135 °F (57 °C) UL(139 °F(59°C) FM and LPCB) =A, 165 °F (74 °C) = C For example, cover 13504 with a Polished Chrome finish and a 165 °F (74 °C)temperature rating = 13504FC Stainless Steel Cover Plates (not availble with any finish or paint): Base Part No 21876 (2-3/4" diameter) or Base Part No 21875 (3-5/16" diameter) Temperature Suffix: 135 °F (57 °C) UL(139°F(59°C) FM and LPCB) =A, 165 °F (74 °C) =C For example, cover 21876 with a 165 °F (74 °C)temperature rating =21876C NOTE:The cULus Listings for the square cover plate 15394 are for the 135°F(57°C)temperature rated cover plate only Refer to the Approval Chart. Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website) Sprinkler Wrenches**: A. Heavy Duty Wrench Part No 14047W/13 (available since 2006), or B Head Cabinet Wrench Part No 14031***(available since 2006) C Optional Concealed Cover Plate Installer Tool Part No 14412 for cover 13504, or Part No 14867 for the large diameter cover (available since 2007) **Requires a%"ratchet(not available from Viking) ***Optional for removal of the protective cap Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No 01731A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the yoke, pip-cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements 7. AVAILABILITY Viking Sprinklers VK462 and VK463 are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Form No F_103005 18 10 11 Rev 18 2.P65 Page 3of7 ®R MIRAGE@ STANDARD AND w4j h QIR CONCEALED PENDENT N I Kj SQ4 PRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation,21VNIndustrial Park Drive,Hastings M|49V58 Telephone: 269-945-9501 Technical Services: 8T7'3V4-5484 Fax: 269-818-1680 Emoi|: uschovco@vihingcoqx.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES TO TOM T Ordinary 155'F(68-C) 100-F(38-C) 135'F(57'C)cULus 13504 or 218761 13642 or 218751 15394 ted 139 oF(59 oC) FM and Intermediate 175-F(79-C) 150-F(65-C) 165-F(74-C) 13504 or 218761 13642 or 2187511 15394 1 Yellow Intermediate 200 oF(93'C) 150'F(65'C) 165-F(74-C) 13504 or 218761 13642 or 2187511 15394 1 Green Cover Plate Finishes': Polished Chrome, Brushed Chrome, Bright Brass,Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory,or Painted Black Sprinkler Finishes: Brass and ENT Corrosion Resistant Coatings': ENT Footnotes The sprinkler temperature rating is stamped on the sprinkler deflector Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards 3 Part number shown is the base part number For complete part number, refer to current Viking price list schedule. The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts These tests cannot and do not represent all possible corrosive environments. Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway,but the Belleville spring is exposed. Stainless Steel versions are not available with any finishes or paint. All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative 3-5/16" (84 rnnn) sample(a paint dot)of the paint on the label. Figure 1: Identification of Custom Paint for Concealed Covers Figure 2: Square Cover Assembly 15394 Form No F_103005 181011 Rev 1O2PO5 Page 4 of 7 C MIRAGE® STANDARD AND W*j QR CONCEALED PENDENT SPRINKLER VK462 AND HP ISPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler Thread Nominal Maximum Listings and Approvals° Base Part No.' SIN Size K-Factor Water Working (Refer also to Design Criteria) Inch mm U.S. metric' Pressure cULus' NYC VdS' LPCB Standard Response Applications 13503A VK462 1/2" 5.6 80.6 175 psi(12 bar) AY1,CZ1 AY1, BZ1 AY1, CZ18 AY3 19785A VK462 1/2" 56 806 175 psi(12 bar) — AY2,CZ2 21356A VK462 -- 15 5 6 806 175 psi(12 bar) — AY2,CZ2 Quick Response Applications 13503A VK462 1/2" 15 5 6 806 175 psi(12 bar) AV1, BX1, AV1, BX11 — — AY3 AS3, BT3 13503JN" VK462 1/2" 15 5.6 806 175 psi(12 bar) AV1, BX1, AV1, BX16 — — AS3, BT3 13667A VK463 1/2" 15 5.6 80.6 250 psi(17.2 bar)3 AV1, BX1 AV1, BX16 Cover Plate Assembly Temperature Ratings',I Sprinkler Temperature S-135 OF(57°C)cover 21876 or 21875(large diameter) Cover Plate Assembly Finishes10 Ratings T-165 OF(74°C)cover 21876 or 21875(large diameter) 1 - Polished Chrome, Brushed Chrome, Bright Brass, Antique A-155 OF(68°C) V - 135 OF (57 °C) cULus Listed cover 13504, 13642 (large Brass, Brushed Brass, Brushed Copper, Painted White, B 175 °F (79 °C) and 200 °F diameter),or 15394(square cover plate) Painted Ivory,or Painted Black X-165 OF(74°C)cover 13504,or 13642(large diameter) (93°C) Y - 135 OF (57 °C) cover 13504 LPCB Approved as 139 OF 2-Brass C-200 OF(93°C) (59°C) 3-Stainless Steel Z-165 OF(74°C)cover 13504 Footnotes Part number shown is the base part number For complete part number, refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0. 3 The Water Working Pressure rating is stamped on the deflector ^This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. 5 Listed by Underwriter's Laboratories for use in the U S.and Canada. 8 Accepted for use,City of New York Department of Buildings,MEA Number 89-92-E,Vol.32 'VdS Approved,standards VdS 2344 2005-12,VdS 2100-25:2008-01,and EN 12259-1 1999+A1:2001 +A2:2004+A3:2006,Certificate G4080021 e CE Certified,Standard EN 12259-1,EC-certificate of conformity 0786-CPD-40249 e The 135/139 OF cover has an orange label.The 165 OF(74°C)cover has a white label. 0 Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer Contact Viking for additional information. "cULus Listed as corrosion resistant. 12 MED Certified,Standard 12259-1,EC-certificate 0832-MED-1003 NOTE.Custom colors are indicated on a label inside the cover assembly Refer to Figure 1 Form No F_103005 18 10 11 Rev 18.2 P65 Page 5of7 C MIRAGE° STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Row 'A t t .. _.... ......_.. cULus Listing Requirements: Mirage)Concealed Pendent Sprinklers VK462 and VK463 are cULus Listed as quick response for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. • For hazard occupancies up to and including Ordinary Hazard,Group II. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13.Maximum spacing allowed is 15 ft.(4.6 m) • Minimum spacing allowed is 6 ft. (1 8 m)unless baffles are installed in accordance with NFPA 13. • Minimum distance from walls is 4 in. (102 mm) • Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. • The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE:Concealed sprinklers must be installed in neutral or negative pressure plenums only. VdS Approval Requirements: a)The sprinkler can be installed in a concrete ceiling (massive ceiling)or in a false ceiling made of light materials. b)This sprinkler is deflector fixed type and can be only activated by heat.The housing is not tight. c) Follow installation guidelines of current standards, CEA4001VdS and EN12845 These sprinklers can only be installed in LH and OH occupan- cies,except in OH4 NOTES. Due to the design the sprinkler type 'Domed-CCP'shall not be installed in false ceilings in which the false ceiling space is protected by a water extinguishing system. Due to the design the sprinkler type'Domed-CCP'shall not be installed in false ceilings in which during a fire the pressure above the false ceiling may be assumed to be higher than the pressure below the false ceiling The criterion for the dropping of the cover relevant for this approval is heat. Steps of installation: 1 Prepare the sprinkler key 2. Remove the plastic cover 3. Hold the sprinkler with the wrench and fasten it. 4 Replace the plastic cover and do not remove until the cover is installed. IMPORTANT:Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB,APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Form No F103005 18 10 11 Rev 18 2.1365 - Page G of MIRAGE@ STANDARD AND QR CONCEALED PENDENT NJIKIWJ SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation,210NIndustrial Park Drive, Hastings K0|49o5W Telephone: 269-945-9501 Technical Services: B77'384-5464 Fax: 269-818-1680 Email:tachnvno@vihingcoqo.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com AWtM Chad MOW -PO VK4_62 Sprinkler Base NPT Thread Size Nominal K-Factor Maximum FM Approva IS3 Part No.' SIN —T—MM U.S. metre Water Working (Refer also to Design Criteria below.) Inch Pressure 13503A VK462 1/2" 15 56 806 175 psi(12 bar) AW1,BX1,AY2,BZ2 Cover Plate Assembly Temperature Ratings', Cover Plate Assembly Finishes' Y-139'F(59'C)cover 21875 or 21876 1 - Polished Chrome, Brushed Chrome, Bright Sprinkler Temperature Ratings Z- 165'F(74'C)cover 21875 or 21876 Brass, Antique Brass, Brushed Brass, A-155-F(68-C) W-139'F(59'C)cover 13504, 13642(large diameter),or Brushed Copper, Painted White, Painted 15394(square cover plate) 2-Stainless Steel Footnotes Part number shown is the base part number For complete part number, refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0 3 This chart shows the FM Approvals available at the time of printing Other approvals may be in process.Check with the manufacturer for any additiona I 4 The 139 cF(59 oC)cover has an orange label The 165'F(74'C)cover has a white label. Painted finish consists of Polyester Baked Enamel Other paint colors are available on request with the same listings as the standard paint colors Listings and approvals apply for any paint manufacturer Contact Viking for additional information. NOTE: Custom colors are indicated on a label inside the cover assembly Refer to Figure 1 20M QBUMM z FM FM Approval Reguirements: Viking Concealed Pendent Sprinkler VK462 is FM Approved as a standard response Non-Storage concealed pendent sprinkler as indicated in the FM Approval Guide For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE. The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT:Always refer to Bulletin Form No. F—091699-Care and Handling of Sprinklers.Also refer to Form No. F 080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB,APSAD,VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Form No F_103005 181O11 Rev 18.2.P65 Page 7 of 7 C MIRAGE° STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler and 2-1/4" (57 mm) Adapter Assembly diameter opening • Protective cap Sprinkler Wrench required in the removed Part No. 14047WB** ceiling. • Use wrench 14047WB** Poe Step 1: Step 2: Carefully slide the Carefully press the wrench upward and wrench sideways around turn slightly to ensure engagement with the deflector and pins the sprinkler wrench flats. NEVER install the sprinkler by applying the installation Sprinkler wrench across the frame arms. DO NOT overtighten. wrench flat Use only the designated sprinkler wrenches, Viking Sprinkler Part Numbers 14047WB** or 14031**.A leak tight seal ? frame arms should be achieved by turning the sprinkler clockwise 1 to 1-1/2 turns beyond finger tight. Figure 3: Sprinkler Installation and Proper Wrench Usage *�k A 1/2"ratchet is required(Not available from Viking) 1/2" (15 mm) NPT 2-9/16" (65 mm) Maximum 2-1/16" (52 mm) Minimum � E M W) N Lo �... 2-3/4" (70 mm)or NOTE: Upon sprinkler activation, the deflector descends 3-5/16' (84 mm) to approximately 13116"(21 mm)below the sprinkler body. Figure 4: Sprinkler Dimensions and Cover Installation Form No F103005 18 10 11 Rev 18.2 P65 Replaces Form No F_103005 Rev 18 2 (Added P65 Warning ) Page 1 of 7 R MIRAGE° STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION Viking Mirage® Standard and Quick Response Concealed Pendent Sprinkler VK462 and HP Sprinkler VK463 are thermosensitive glass-bulb spray sprinklers designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The sprinkler is pre-assembled with a threaded adapter for installation with a low- profile cover assembly that provides up to '/2' (12.7 mm) of vertical adjustment. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate The"push-on","thread-off'design of the concealed cover plate assem- bly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler The Electroless Nickel PTFE(ENT)coating has been investigated for installation in corrosive environments and is cULus Listed as indicated in the Approval Charts. The ENT finish is only available for the sprinkler assembly, the cover plate is not plated 2. LISTINGS AND APPROVALS a' C&us cULus Listed: Category VNIV FM Approval: Class 2015 WARNING:Cancer and Reproductive Hartn- NYC Approved: MEA 89-92-E, Volume 32 www.P65Wamings.ca.gov vds VdS Approved: Certificate G4080021 LPCB LPCB Approved: Certificate number 096e/12 C E CE Certified: Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40249 CCC° CCCF Approved: Approved by the China Certification Center for Fire Products(CCCF) Q MED Certified: Standard EN 12259-1, EC-certificate 0832-MED-1003 Refer to Approval Chart 1 Design Criteria for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page for FM Approval requirements that must be followed 3. TECHNICAL DATA Specifications: Available since 2006 Minimum Operating Pressure 7 psi (0 5 bar)` Maximum Working Pressure: Sprinkler VK463 is rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17.2 bar) for high-pressure systems. High-pressure (HP) sprinklers can be identified by locating "250"stamped on the deflector.Sprinkler VK462 is rated to a maximum 175 psi (12 bar)wwp. Factory tested hydrostatically to 500 psi (34 5 bar) Thread size 1/2" (15 mm) NPT Nominal K-Factor 5 6 U S (80 6 metrict) Glass-bulb fluid temperature rated to-65°F (-55°C) Patents Pending 'cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar) The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0 35 bar) tMetric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0 Material Standards: Sprinkler Body- Brass UNS-C84400 Deflector- Copper UNS-C19500 for Sprinkler VK462 Phosphor Bronze UNS-C51000 for Sprinkler VK463 Deflector Pins Stainless Steel Alloy Bulb Glass, nominal 3 mm diameter Form No F103005 18 10 11 Rev 18.2 P65 Replaces Form No F_103005 Rev 18 2 (Added P65 Warning ) Page 2 of 7 c MIRAGE° STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Pip Cap and InsertAssembly Copper UNS-C11000 and Stainless Steel UNS-S30400 Button. Brass UNS-C36000 Screws. 18-8 Stainless Steel Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with Teflon Tape Yoke Phosphor Bronze UNS-C51000 Cover Adapter Cold Rolled Steel UNS-G10080, Finish Clear Chromate over Zinc Plating Cover Assembly Materials: Cover- Copper UNS-C11000 or Stainless Steel UNS-S30400 Base Brass UNS-C26000 or UNS-C26800 Springs. Nickel Alloy Solder Eutectic Ordering Information: (Also refer to the current Viking price list.) Viking Mirage®Standard and Quick Response Concealed Pendent Sprinklers and Cover Plate Assemblies must be ordered separately- Sprinkler: eparatelySprinkler: Base Part No VK462- 13503A for Brass finish and 13503JN for ENT finish. VK463- HP Base Part No 13667A Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number- Temperature umberTemperature Suffix: 155°F (68 °C) = B, 175 °F (79 °C) = D, 200 °F (93°C) = E For example, sprinkler VK463 with a 155 °F (68°C)temperature rating = 13667AB Standard Cover Plate Assembly: Base Part No 13504(2-3/4"diameter), Base Part No 13642 (3-5/16"diameter), or Base Part No 15394 (square cover plate, 3-5/16") Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number, Finish Suffix: Polished Chrome = F, Brushed Chrome = F-/B, Bright Brass = B, Antique Brass = B-/A, Brushed Brass = B-/B, Brushed Copper= E-/B, Painted White = M-/W, Painted Ivory= M-/I, Painted Black= M-/B Temperature Suffix: 135 °F (57 °C) UL(139 °F(59°C) FM and LPCB) =A, 165 °F (74 °C) = C For example, cover 13504 with a Polished Chrome finish and a 165 °F (74°C)temperature rating = 13504FC Stainless Steel Cover Plates (not availble with any finish or paint): Base Part No 21876 (2-3/4" diameter) or Base Part No 21875 (3-5/16"diameter) Temperature Suffix: 135 °F (57 °C) UL(139°F(59 °C) FM and LPCB) =A, 165 °F (74 °C) = C For example, cover 21876 with a 165 °F (74 °C)temperature rating = 21876C NOTE:The cULus Listings for the square cover plate 15394 are for the 135°F(57°C)temperature rated cover plate only Refer to the Approval Chart. Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website) Sprinkler Wrenches**: A. Heavy Duty Wrench Part No 14047W/B (available since 2006), or B Head Cabinet Wrench Part No 14031— (available since 2006) C Optional Concealed Cover Plate Installer Tool Part No 14412 for cover 13504, or Part No 14867 for the large diameter cover (available since 2007) "Requires a''/z"ratchet(not available from Viking) —Optional for removal of the protective cap Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No 01731A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards 5. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the yoke, pip-cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements 7. AVAILABILITY Viking Sprinklers VK462 and VK463 are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Form No F_103005 18 10 11 Rev 18.2 P65 Page 3 of 7 C MIRAGE° STANDARD AND 4 I Kj . _ . QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES r: Tepera#ure taff Carer. Tit ::` . .._.. .::.....: 1s Pit IS6t.. . ) °Part,0040W �a��I�egt€ittt )t C1atflee � 3 Num ; � Ordinary 155°F(68°C) 100°F(38°C) 135°F(57°C)cULus139°F(59°C) FM and LPCB 13504 or 218765 13642 or 218755 15394 Red Intermediate 175°F(79°C) 150°F(65°C) 165°F(74°C) 13504 or 218765 113642 or 2187511 15394 Yellow Intermediate 200°F(93°C) 150°F(65°C) 165°F(74°C) 13504 or 218765 13642 or 2187511 15394 Green Cover Plate Finishes': Polished Chrome, Brushed Chrome, Bright Brass,Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory,or Painted Black Sprinkler Finishes: Brass and ENT Corrosion Resistant Coatings^: ENT Footnotes The sprinkler temperature rating is stamped on the sprinkler deflector z Based on NFPA-13 Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 'Part number shown is the base part number For complete part number, refer to current Viking price list schedule. The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway,but the Belleville spring is exposed. 5 Stainless Steel versions are not available with any finishes or paint. QQ�\gyp CUS/--0 a �Z O 0 NIKJNG All custom color painted cover plates will have an identifying label affixed to the inside of the cover that I, _ indicates the custom color and will have a representative r 3-5/16" (84 mm) sample(a paint dot)of the paint on the label. Figure 1: Identification of Custom Paint for Concealed Covers Figure 2: Square Cover Assembly 15394 Form No F_103005 18 10 11 Rev 18.2 P65 Page 4 of 7 c MIRAGE°STANDARD AND QR CONCEALED PENDENT N I Kj SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com hid t& Thread Nominal Maximum Listings and Approvals° Sprinkler Size K-Factor Refer also to Design Criteria Base Part No.' SIN Water Working ( 9 1 Inch mm U.S. metric' Pressure cULuss NYC VdS' LPCB C E { " Standard Response Applications 13503A VK462 1/2" 5.6 806 175 psi(12 bar) AY1,CZ1 AY1, BZ1 AY1,CZ11 AY3 19785A VK462 1/2" 5.6 80.6 175 psi(12 bar) — AY2,CZ2 21356A VK462 -- 15 5.6 806 175 psi(12 bar) — AY2,CZ2 Quick Response Applications 13503A VK462 1/2" 15 5 6 806 175 psi(12 bar) AV1, BX1, AV1, BX16 — — AY3 AS3, BT3 13503JN" VK462 1/2" 15 56 80.6 175 psi(12 bar) AV1, BX1, AV1, BX16 — — AS3,BT3 13667A VK463 1/2" 15 56 80.6 250 psi(17.2 bar)' AV1, BX1 AV1,BX 16 Cover Plate Assembly Temperature Ratings',I Sprinkler Temperature S-135°F(57°C)cover 21876 or 21875(large diameter) Cover Plate Assembly Finishes10 Ratings T-165°F(74°C)cover 21876 or 21875(large diameter) 1 - Polished Chrome, Brushed Chrome, Bright Brass, Antique A-155°F(68°C) V - 135 °F (57 °C) cULus Listed cover 13504, 13642 (large Brass, Brushed Brass, Brushed Copper, Painted White, diameter),or 15394(square cover plate) B - 175 °F (79 °C) and 200 °F X-165°F(74°C)cover 13504,or 13642(large diameter) Painted Ivory,or Painted Black (93°C) Y - 135 °F (57 °C) cover 13504 LPCB Approved as 139 °F 2-Brass C-200°F(93°C) (59°C) 3 Stainless Steel Z-165°F(74°C)cover 13504 Footnotes Part number shown is the base part number For complete part number,refer to current Viking price list schedule. Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0 The Water Working Pressure rating is stamped on the deflector This chart shows the listings and approvals available at the time of printing Other approvals may be in process. Check with the manufacturer for any additional approvals 6 Listed by Underwriter's Laboratories for use in the U S.and Canada. 6 Accepted for use,City of New York Department of Buildings,MEA Number 89-92-E,Vol.32 VdS Approved,standards VdS 2344.2005-12,VdS 2100-25:2008-01,and EN 12259-1 1999+A1:2001 +A2:2004+A3:2006,Certificate G4080021 a CE Certified,Standard EN 12259-1,EC-certificate of conformity 0786-CPD-40249 9 The 135/139°F cover has an orange label.The 165°F(74°C)cover has a white label °Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer Contact Viking for additional information. "cULus Listed as corrosion resistant. MED Certified,Standard 12259-1,EC-certificate 0832-MED-1003 NOTE:Custom colors are indicated on a label inside the cover assembly Refer to Figure 1 Form No F_103005 18 10 11 Rev 18 2.P65 Page 5 of 7 NIIQM®R MIRAGE° STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com UERI ( ¢mferiia [ 'Chad t: .. _._.......__... _..... cULus Listing Requirements: Mirage°Concealed Pendent Sprinklers VK462 and VK463 are cULus Listed as quick response for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. • For hazard occupancies up to and including Ordinary Hazard, Group II. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. Maximum spacing allowed is 15 ft.(4 6 m) • Minimum spacing allowed is 6 ft. (1.8 m)unless baffles are installed in accordance with NFPA 13 • Minimum distance from walls is 4 in. (102 mm) • Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. • The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed NOTE:Concealed sprinklers must be installed in neutral or negative pressure plenums only. VdS Approval Requirements: a)The sprinkler can be installed in a concrete ceiling(massive ceiling)or in a false ceiling made of light materials b)This sprinkler is deflector fixed type and can be only activated by heat.The housing is not tight. c) Follow installation guidelines of current standards,CEA4001VdS and EN12845 These sprinklers can only be installed in LH and OH occupan- cies,except in OH4 NOTES. Due to the design the sprinkler type'Domed-CCP'shall not be installed in false ceilings in which the false ceiling space is protected by a water extinguishing system. Due to the design the sprinkler type'Domed-CCP'shall not be installed in false ceilings in which during a fire the pressure above the false ceiling may be assumed to be higher than the pressure below the false ceiling. The criterion for the dropping of the cover relevant for this approval is heat. Steps of installation: 1 Prepare the sprinkler key. 2. Remove the plastic cover 3 Hold the sprinkler with the wrench and fasten it. 4 Replace the plastic cover and do not remove until the cover is installed. IMPORTANT:Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB,APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Form No F-1 03005 18 10 11 Rev 18.2 P65 Page Sof7 ®R M�IRAGE@ STANDARD AND R CONCEALED PENDENT N4 I Kj SPRINKLER VK462 AND HP 0 S'SCIPRINKLER VK463 (K5.6) The Viking Corporation, 31VNIndustrial Park Drive, Hastings K0|4g058 Telephone: 269'945'9501 Technical Services: B77'384-54G4 Foo: 269'8184680 Email:techmvco@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com AMA SWUM '01 WP*00WAIX*WVK462 Sprinkler Base NPT Thread Size Nominal K-Factor Maximum FM Approvals' Part No.' SIN Water Working (Refer also to Design Criteria below.) Inch—T-mm U.S. metriC2 Pressure 13503A VK462 1/2" 15 56 806 175 psi(12 bar) AW1,BX1,AY2,BZ2 Cover Plate Assembly Temperature Ratings' 4 Cover Plate Assembly Finishes5 Y- 139 OF(59'C)cover 21875 or 21876 1 - Polished Chrome, Brushed Chrome, Bright Sprinkler Temperature Ratings Z-165 OF(74'C)cover 21875 or 21876 Brass, Antique Brass, Brushed Brass, A- 155 OF(68-C) W-139 OF(59'C)cover 13504, 13642(large diameter),or Brushed Copper, Painted White, Painted B-175 OF(79'C)and 200 OF(93'C) 15394(square cover plate) Ivory, or Painted Black X- 165 OF(74'C)cover 13504, 13642(large diameter), or 2-Stainless Steel 15394(square cover plate) Footnotes Part number shown is the base part number For complete part number, refer to current Viking price list schedule Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. This chart shows the FM Approvals available at the time of printing Other approvals may be in process.Check with the manufacturer for any additiona 4 The 139 OF(59 OC)cover has an orange label.The 165 OF(74 OC)cover has a white label. Painted finish consists of Polyester Baked Enamel Other paint colors are available on request with the same listings as the standard paint colors Listings and approvals apply for any paint manufacturer Contact Viking for additional information. NOTE:Custom colors are indicated on a label inside the cover assembly Refer to Figure 1 DESIGN CRffBWA-FM Viking Concealed Pendent Sprinkler VK462 is FM Approved as a standard response Non-Storage concealed pendent sprinkler as indicated in the FM Approval Guide.For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT-Always refer to Bulletin Form No. F—091699-Care and Handling of Sprinklers.Also refer to Form No. F—080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB,APSAD,VdS or other similar organiza- tions,and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Form No F_103005 181011 Rev 1O2P65 Page 7 of 7 v MIRAGE° STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler and 2-114" (57 mm) Adapter Assembly diameter opening • Protective cap Sprinkler Wrench required in the removed - Part No. 14047WB** ceiling. gym.. • Use wrench ~ 14047WB** �W Step 1: Step 2: Carefully slide the Carefully press the wrench upward and wrench sideways around turn slightly to ensure engagement with the deflector and pins the sprinkler wrench flats. NEVER install the sprinkler by applying the installation Sprinkler wrench across the frame arms. DO NOT overtighten. wrench flat Use only the designated sprinkler wrenches, VikingSprinkler Part Numbers 14047WB** or 14031**.A leak tight seal I frame arms should be achieved by turning the sprinkler clockwise 1 to 1-1/2 turns beyond finger tight. Figure 3: Sprinkler Installation and Proper Wrench Usage A 1/2"ratchet is required(Not available from Viking) 1/2" (15 mm) NPT 2-9/16" (65 mm) \+ Maximum 2-1/16" (52 mm) Minimum IN -.� Am- 2-3/4" (70 mm)or NOTE: Upon sprinkler activation, the deflector descends 3-5/16" (84 mm) to approximately 13/16"(21 mm)below the sprinkler body. Figure 4: Sprinkler Dimensions and Cover Installation Form No F103005 18 10 11 Rev 18.2 P65 Replaces Form No F_103005 Rev 18.2 (Added P65 Warning.) Page 1 of 7 C MIRAGE° STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION Viking Mirage® Standard and Quick Response Concealed Pendent Sprinkler VK462 and HP Sprinkler VK463 are thermosensitive glass-bulb spray sprinklers designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The sprinkler is pre-assembled with a threaded adapter for installation with a low- profile cover assembly that provides up to '/2" (12.7 mm) of vertical adjustment. The two-piece design allows installation and testing of the sprinkler prior to installation of n the cover plate The"push-on","thread-off'design of the concealed cover plate assem- bly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied. The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of " service or removing the sprinkler The Electroless Nickel PTFE(ENT)coating has been _.... investigated for installation in corrosive environments and is cULus Listed as indicated in the Approval Charts. The ENT finish is only available for the sprinkler assembly, the cover plate is not plated. 2. LISTINGS AND APPROVALS At us cULus Listed: Category VNIV FM Approval: Class 2015 WARNING:Cancer and Reproductive Hann- NYC Approved: MEA 89-92-E, Volume 32 www.P65Wamings.ca.gov vds VdS Approved: Certificate G4080021 rPCa LPCB Approved: Certificate number 096e/12 E CE Certified: Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40249 O CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) Q MED Certified: Standard EN 12259-1, EC-certificate 0832-MED-1003 Refer to Approval Chart 1 Design Criteria for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 2006 Minimum Operating Pressure 7 psi (0 5 bar)` Maximum Working Pressure: Sprinkler VK463 is rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17.2 bar) for high-pressure systems. High-pressure (HP) sprinklers can be identified by locating "250"stamped on the deflector. Sprinkler VK462 is rated to a maximum 175 psi (12 bar)wwp. Factory tested hydrostatically to 500 psi (34 5 bar) Thread size 1/2" (15 mm) NPT Nominal K-Factor 5 6 U S (80 6 metrict) Glass-bulb fluid temperature rated to-65°F (-55°C) Patents Pending 'cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0 5 bar) The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0 35 bar) tMetric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Material Standards: Sprinkler Body Brass UNS-C84400 Deflector Copper UNS-C19500 for Sprinkler VK462 Phosphor Bronze UNS-C51000 for Sprinkler VK463 Deflector Pins. Stainless Steel Alloy Bulb Glass, nominal 3 mm diameter Form No F_103005 18 10 11 Rev 18 2.P65 Replaces Form No F_103005 Rev 18.2 (Added P65 Warning.) Page 2 of 7 C MIRAGE® STANDARD AND N4 I Kj 4 QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Pip Cap and InsertAssembly Copper UNS-C11000 and Stainless Steel UNS-S30400 Button Brass UNS-C36000 Screws 18-8 Stainless Steel Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with Teflon Tape Yoke Phosphor Bronze UNS-C51000 Cover Adapter Cold Rolled Steel UNS-G10080, Finish. Clear Chromate over Zinc Plating Cover Assembly Materials: Cover Copper UNS-C11000 or Stainless Steel UNS-S30400 Base Brass UNS-C26000 or UNS-C26800 Springs. Nickel Alloy Solder Eutectic Ordering Information: (Also refer to the current Viking price list.) Viking Mirage®Standard and Quick Response Concealed Pendent Sprinklers and Cover Plate Assemblies must be ordered separately- Sprinkler: Base Part No VK462- 13503A for Brass finish and 13503JN for ENT finish. VK463- HP Base Part No 13667A Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number, Temperature Suffix: 155 °F (68 °C) = B, 175 °F (79°C) = D, 200 °F (93 °C) = E For example, sprinkler VK463 with a 155 °F (68 °C)temperature rating = 13667AB Standard Cover Plate Assembly: Base Part No 13504(2-3/4"diameter), Base Part No 13642(3-5/16"diameter), or Base Part No 15394 (square cover plate, 3-5/16") Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number, Finish Suffix: Polished Chrome = F, Brushed Chrome = F-/B, Bright Brass = B, Antique Brass = B-/A, Brushed Brass = B-/B, Brushed Copper= E-/B, Painted White = M-/W, Painted Ivory = M-/I, Painted Black= M-/B Temperature Suffix: 135 °F (57 °C) UL(139°F(59°C) FM and LPCB)=A, 165°F (74 °C) = C For example, cover 13504 with a Polished Chrome finish and a 165°F (74 °C)temperature rating = 13504FC Stainless Steel Cover Plates (not availble with any finish or paint): Base Part No 21876 (2-3/4"diameter) or Base Part No 21875(3-5/16" diameter) Temperature Suffix: 135 °F (57 °C) UL(139 °F(59°C) FM and LPCB) =A, 165°F (74 °C) = C For example, cover 21876 with a 165 °F (74 °C)temperature rating =21876C NOTE:The cLlLus Listings for the square cover plate 15394 are for the 135°F(57°C)temperature rated cover plate only Refer to the Approval Chart. Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website) Sprinkler Wrenches": A. Heavy Duty Wrench Part No 14047W/B (available since 2006), or B Head Cabinet Wrench Part No 14031""(available since 2006) C Optional Concealed Cover Plate Installer Tool Part No 14412 for cover 13504, or Part No 14867 for the large diameter cover (available since 2007) "Requires a%"ratchet(not available from Viking) —Optional for removal of the protective cap Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No 01731A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards 5. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the yoke, pip-cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements 7. AVAILABILITY Viking Sprinklers VK462 and VK463 are available through a network of domestic and international distributors See The Viking Corporation web site for the closest distributor or contact The Viking Corporation 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Form No F_103005 18 10 11 Rev 18.2 P65 Page 3of7 NIIQ ®R MIRAGEO STANDARD AND R CONCEALED PENDENT QPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation,21UNIndustrial Park Drive,Hastings K8|49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269'8184680 Emoi|:tachovco@vihingcorp.uom Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES LA W* lowfor sq.-Mm Nomilbat Ordinary 155-F(68-C) 100-F(38-C) 135'F(57'C)cULus 13504 or 218761 13642 or 218751 15394 Red Intermediate 175-F(79-C) 150-F(65-C) 165-F(74-C) 13504 or 218761 13642 or 2187511 15394 Yellow Intermediate 200'F(93'C) 150'F(65'C) 165-F(74-C) 13504 or 218761 13642 or 2187511 15394 1 Green Cover Plate Finishes': Polished Chrome, Brushed Chrome, Bright Brass,Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black Sprinkler Finishes: Brass and ENT Corrosion Resistant CoatingS4: ENT Footnotes The sprinkler temperature rating is stamped on the sprinkler deflector Based on NFPA-1 3 Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 Part number shown is the base part number For complete part number, refer to current Viking price list schedule. I The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway,but the Belleville spring is exposed. I Stainless Steel versions are not available with any finishes or paint. All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative 3-5/16" (84 mm) sample(a paint dot)of the paint on the label. Figure 1: Identification of Custom Paint for Concealed Covers Figure 2: Square Cover Assembly 15394 Form No F_103005 181011 Rev 18.2PO5 Page 4 of 7 C MIRAGE° STANDARD AND NIKJNG* QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com t Penda>it. - VK40 and Yid A are Thread Nominal Maximum Listings and Approvals" Sprinkler Size K-Factor Refer also to Design Criteria Base Part No.' SIN Water Working ( 9 ) Inch mm U.S. metric' Pressure cULus' NYC I VdS' LPCB E Q +z Standard Response Applications 13503A VK462 1/2" 56 80 6 175 psi(12 bar) AY1,CZ1 AY1, BZ1 AY1,CZ18 AY3 19785A VK462 1/2" 5 6 80 6 175 psi(12 bar) — AY2,CZ2 21356A VK462 -- 15 5 6 80.6 175 psi(12 bar) — AY2,CZ2 Quick Response Applications 13503A VK462 1/2" 15 5 6 806 175 psi(12 bar) AV1, BX1, AV1, BX16 — — AY3 AS3 BT3 13503JN" VK462 1/2" 15 56 806 175 psi(12 bar) AV1, BX1, AV1, BX11 — — AS3, BT3 13667A VK463 1/2" 15 56 80 6 250 psi(17.2 bar)' AV1 BX1 AV1, BX16 Cover Plate Assembly Temperature Ratings'.' Sprinkler Temperature S-135 OF(57°C)cover 21876 or 21875(large diameter) Cover Plate Assembly Finishes70 Ratings T-165 OF(74°C)cover 21876 or 21875(large diameter) 1 - Polished Chrome, Brushed Chrome, Bright Brass, Antique A-155 OF(68°C) V- 135 OF (57 °C) cULus Listed cover 13504, 13642 (large Brass, Brushed Brass, Brushed Copper, Painted White, B - 175 OF (79 °C) and 200 OF diameter),or 15394(square cover plate) Painted Ivory,or Painted Black X-165 OF(74°C)cover 13504,or 13642(large diameter) (93°C) °F (57 2-Brass Y - 135 °C) cover 13504 LPCB Approved as 139 °F C-200 OF(93°C) (59-C) 3-Stainless Steel Z-165 OF(74°C)cover 13504 Footnotes Part number shown is the base part number For complete part number, refer to current Viking price list schedule. z Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0 3 The Water Working Pressure rating is stamped on the deflector This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. 5 Listed by Underwriter's Laboratories for use in the U S.and Canada. °Accepted for use,City of New York Department of Buildings, MEA Number 89-92-E,Vol.32. VdS Approved,standards VdS 2344:2005-12,VdS 2100-25:2008-01,and EN 12259-1 1999+A1:2001 +A2:2004+A3 2006,Certificate G4080021 e CE Certified,Standard EN 12259-1,EC-certificate of conformity 0786-CPD-40249 e The 135/139 OF cover has an orange label.The 165 OF(74°C)cover has a white label. 0 Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer Contact Viking for additional information "cULus Listed as corrosion resistant. MED Certified,Standard 12259-1 EC-certificate 0832-MED-1003 NOTE:Custom colors are indicated on a label inside the cover assembly Refer to Figure 1 Form No F_103005 18 10 11 Rev 18 2 P65 Page 5 of 7 C MIRAGE° STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com cULus Listing Requirements: Mirage''Concealed Pendent Sprinklers VK462 and VK463 are cULus Listed as quick response for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. • For hazard occupancies up to and including Ordinary Hazard,Group II. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13.Maximum spacing allowed is 15 ft.(4 6 m) • Minimum spacing allowed is 6 ft. (1.8 m)unless baffles are installed in accordance with NFPA 13. • Minimum distance from walls is 4 in. (102 mm) • Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. • The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE:Concealed sprinklers must be installed in neutral or negative pressure plenums only VdS Approval Reauirements: a)The sprinkler can be installed in a concrete ceiling(massive ceiling)or in a false ceiling made of light materials. b)This sprinkler is deflector fixed type and can be only activated by heat.The housing is not tight. c) Follow installation guidelines of current standards, CEA4001VdS and EN12845 These sprinklers can only be installed in LH and OH occupan- cies,except in OH4 NOTES: Due to the design the sprinkler type'Domed-CCP'shall not be installed in false ceilings in which the false ceiling space is protected by a water extinguishing system. Due to the design the sprinkler type'Domed-CCP'shall not be installed in false ceilings in which during a fire the pressure above the false ceiling may be assumed to be higher than the pressure below the false ceiling The criterion for the dropping of the cover relevant for this approval is heat. Steps of installation: 1 Prepare the sprinkler key 2. Remove the plastic cover 3 Hold the sprinkler with the wrench and fasten it- 4 Replace the plastic cover and do not remove until the cover is installed. IMPORTANT.Always refer to Bulletin Form No. F_091699-Care and Handling of Sprinklers.Also refer to Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB,APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Form No F103005 18 10 11 Rev 18.2.P65 Page 6 of 7 C MIRAGE° STANDARD AND 1 QR CONCEALED PENDENT J SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com ........ I't �€ Tr lira .. Sprinkler Base NPT Thread Size Nominal K-Factor Maximum FM Approvals' Part No.' SIN Water Working (Refer also to Design Criteria below.) Inch mm U.S. metria Pressure 13503A VK462 1/2" 15 56 806 175 psi(12 bar) AW1,BX1,AY2,BZ2 Cover Plate Assembly Temperature Ratings'' Cover Plate Assembly Finishes5 Y-139°F(59°C)cover 21875 or 21876 1 - Polished Chrome, Brushed Chrome, Bright Sprinkler Temperature Ratings Z-165°F(74°C)cover 21875 or 21876 A- 155°F(68°C) W-139°F(59°C)cover 13504, 13642(large diameter),or Brass, Antique Brass, Brushed Brass, B-175°F(79°C)and 200°F(93°C) 15394(square cover plate) Brushed Copper, Painted White, Painted X- 165°F(74°C) cover 13504, 13642(large diameter),or Ivory,or Painted Black 15394(square cover plate) 2-Stainless Steel Footnotes Part number shown is the base part number For complete part number, refer to current Viking price list schedule. Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3 This chart shows the FM Approvals available at the time of printing Other approvals may be in process.Check with the manufacturer for any additional approvals. 4 The 139°F(59°C)cover has an orange label.The 165°F(74°C)cover has a white label. s Painted finish consists of Polyester Baked Enamel Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer Contact Viking for additional information. NOTE:Custom colors are indicated on a label inside the cover assembly Refer to Figure 1 MIG14CMEMA-FM (Also reW to Approval L'`hwt 2 rr�`}: FM Approval Reauirements: Viking Concealed Pendent Sprinkler VK462 is FM Approved as a standard response Non-Storage concealed pendent sprinkler as indicated in the FM Approval Guide For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT:Always refer to Bulletin Form No. F_091699-Care and Handling of Sprinklers.Also refer to Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB,APSAD,VdS or other similar organiza- tions,and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Form No F103005 18 10 11 Rev 18.2.P65 Page 7of7 C MIRAGE° STANDARD AND N4 I Kj QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler and 2-114" (57 mm) Adapter Assembly diameter opening • Protective cap Sprinkler Wrench required in the removed Part No. 14047WB** ceiling. • Use wrench 14047WB** �- Step 1: Step 2: Carefully slide the Carefully press the wrench upward and wrench sideways around turn slightly to ensure engagement with the deflector and pins the sprinkler wrench flats. NEVER install the sprinkler by applying the installation Sprinkler wrench across the frame arms. DO NOT overtighten. wrench flat Use only the designated sprinkler wrenches, Viking Sprinkler Part Numbers 14047WB** or 14031**.A leak tight seal ? frame arms should be achieved by turning the sprinkler clockwise 1 to 1-1/2 turns beyond finger tight. Figure 3: Sprinkler Installation and Proper Wrench Usage fir* A 1/2"ratchet is required(Not available from Viking) 1/2" (15 mm) NPT 2-9/16" (65 mm) Maximum 2-1/16" (52 mm) Minimum E M " I 2-3/4" (70 mm)or NOTE: Upon sprinkler activation, the deflector descends 3-5/16" (84 mm) to approximately 13116"(21 mm)below the sprinkler body. Figure 4: Sprinkler Dimensions and Cover Installation Form No F103005 18 10 11 Rev 18 2.P65 Replaces Form No F_103005 Rev 18.2 (Added P65 Warning.) Page 1 of 7 C MIRAGE° STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION Viking Mirage® Standard and Quick Response Concealed Pendent Sprinkler VK462 and HP Sprinkler VK463 are thermosensitive glass-bulb spray sprinklers designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The sprinkler is pre-assembled with a threaded adapter for installation with a low- profile cover assembly that provides up to Yz" (12.7 mm) of vertical adjustment. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate The"push-on","thread-off'design of the concealed cover plate assem- bly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied The cover assembly can be removed and reinstalled, - allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler The Electroless Nickel PTFE(ENT)coating has been M investigated for installation in corrosive environments and is cULus Listed as indicated in the Approval Charts. The ENT finish is only available for the sprinkler assembly, the cover plate is not plated. 2. LISTINGS AND APPROVALS c D� us cULus Listed: Category VNIV FM Approval: Class 2015 WARNING:Cancer and Reproductive Harm- NYC Approved: MEA 89-92-E, Volume 32 vVWW.P65Wamings.ca.gov vds VdS Approved: Certificate G4080021 «c9 LPCB Approved: Certificate number 096e/12 E CE Certified: Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40249 CCC° CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) Q MED Certified: Standard EN 12259-1, EC-certificate 0832-MED-1003 Refer to Approval Chart 1 Design Criteria for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 2006 Minimum Operating Pressure 7 psi (0 5 bar)* Maximum Working Pressure: Sprinkler VK463 is rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17.2 bar) for high-pressure systems. High-pressure (HP) sprinklers can be identified by locating "250"stamped on the deflector. Sprinkler VK462 is rated to a maximum 175 psi (12 bar)wwp. Factory tested hydrostatically to 500 psi (34 5 bar) Thread size 1/2" (15 mm) NPT Nominal K-Factor 5 6 U S (80 6 metrict) Glass-bulb fluid temperature rated to-65°F (-55°C) Patents Pending *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar) The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi(0.35 bar) tMetric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0 Material Standards: Sprinkler Body- Brass UNS-C84400 Deflector Copper UNS-C19500 for Sprinkler VK462 Phosphor Bronze UNS-C51000 for Sprinkler VK463 Deflector Pins Stainless Steel Alloy Bulb Glass, nominal 3 mm diameter Form No F_103005 18 10 11 Rev 18.2 P65 Replaces Form No F_103005 Rev 18 2 (Added P65 Warning.) R Page 2 of 7 C MIRAGE° STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Pip Cap and Insert Assembly Copper UNS-C11000 and Stainless Steel UNS-S30400 Button. Brass UNS-C36000 Screws 18-8 Stainless Steel Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with Teflon Tape Yoke Phosphor Bronze UNS-C51000 Cover Adapter Cold Rolled Steel UNS-G10080, Finish Clear Chromate over Zinc Plating Cover Assembly Materials: Cover Copper UNS-C11000 or Stainless Steel UNS-S30400 Base Brass UNS-C26000 or UNS-C26800 Springs Nickel Alloy Solder Eutectic Ordering Information: (Also refer to the current Viking price list.) Viking Mirage®Standard and Quick Response Concealed Pendent Sprinklers and Cover Plate Assemblies must be ordered separately- Sprinkler: eparatelySprinkler: Base Part No VK462- 13503A for Brass finish and 13503JN for ENT finish VK463- HP Base Part No 13667A Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number Temperature Suffix: 155°F (68 °C) = B, 175°F (79 °C) = D, 200 °F (93 °C) = E For example, sprinkler VK463 with a 155 °F (68 °C)temperature rating = 13667AB Standard Cover Plate Assembly: Base Part No 13504(2-3/4"diameter), Base Part No 13642(3-5/16"diameter), or Base Part No 15394 (square cover plate, 3-5/16") Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number, Finish Suffix: Polished Chrome = F, Brushed Chrome = F-/B, Bright Brass = B, Antique Brass = B-/A, Brushed Brass = B-/B, Brushed Copper= E-/B, Painted White= M-/W, Painted Ivory = M-/I, Painted Black= M-/B Temperature Suffix: 135 °F (57 °C) UL(139°F(59°C) FM and LPCB) =A, 165°F (74 °C) = C For example, cover 13504 with a Polished Chrome finish and a 165 °F (74 °C)temperature rating = 13504FC Stainless Steel Cover Plates (not availble with any finish or paint): Base Part No 21876 (2-3/4"diameter) or Base Part No 21875 (3-5/16" diameter) Temperature Suffix: 135 °F (57 °C) UL(139°F(59°C) FM and LPCB)=A, 165 °F (74 °C) = C For example, cover 21876 with a 165 °F (74 °C)temperature rating =21876C NOTE:The cULus Listings for the square cover plate 15394 are for the 135°F(57°C)temperature rated cover plate only Refer to the Approval Chart. Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website) Sprinkler Wrenches**: A. Heavy Duty Wrench Part No 14047W/B (available since 2006), or B Head Cabinet Wrench Part No 14031— (available since 2006) C Optional Concealed Cover Plate Installer Tool Part No 14412 for cover 13504, or Part No 14867 for the large diameter cover (available since 2007) "Requires a''/z"ratchet(not available from Viking) —Optional for removal of the protective cap Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No 01731A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards 5. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the yoke, pip-cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinklers VK462 and VK463 are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Form No F_103005 18 10 11 Rev 18.2.P65 Page 3of7 ®R MIRAGEO STANDARD AND R CONCEALED PENDENT N I KJ M* SQPRINKLER VK462 AND HP SPRINKLE VK463 (K5.6) The Viking Corporation, 210NIndustrial Park Drive,Hastings K8|49V5g Telephone: 269-945'9501 Technical Services: 877'384-5464 Fax: 269-818-1680 Emui|:teuhavco@vikingconx.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES tow AmWok Ordinary 155-F(68-C) 100-F(38-C) 135-F(57 oC)cULus 13504 or 218761 13642 or 218751 15394 Red Intermediate 175-F( 9-C) 150-F(65-C) 165-F(74-C) 13504 or 218761 1 13642 or 2187511 15394 Yellow Intermediate 200'F(93'C) 150'F(65'C) 165-F(74-C) 13504 or 218761 113642 or 218751 1 15394 Green Cover Plate Finishes': Polished Chrome, Brushed Chrome, Bright Brass,Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory,or Painted Black Sprinkler Finishes: Brass and ENT Corrosion Resistant CoatingS4: ENT Footnotes The sprinkler temperature rating is stamped on the sprinkler deflector Based on NFPA-1 3 Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Part number shown is the base part number For complete part number, refer to current Viking price list schedule. The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway,but the Belleville spring is exposed. Stainless Steel versions are not available with any finishes or paint All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative 3-5/16" (84 mm) sample(a paint dot)of the paint on the label. Figure 1: Identification of Custom Paint for Concealed Covers Figure 2: Square Cover Assembly 15394 Form No F_103005 181011 Rev 182P05 Page 4of7 C MIRAGE° STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Thread Nominal Maximum Listings and Approvals" Sprinkler SIN Size K-Factor Water Working (Refer also to Design Criteria) Base Part No.' Inch mm U.S.I metric; Pressure cULus' NYC VdS' LPCB E 'z Standard Response Applications 13503A I VK462 1/2" 1 1 5 6 1 806 1 175 psi(12 bar) AY1,CZ1 AY1,BZ1 AY1,CZ18 AY3 19785A I VK462 1/2" 1 5 6 80 6–L-1-7-5 psi(12 bar) – -- -- -- AY2,CZ2 21356A VK462 -- 15 5 6 80 6 175 psi(12 bar) – -- AY2,CZ2 Quick Response Applications 13503A VK462 1/2" 15 56 80 6 175 psi(12 bar) AV1, BX1, AV1 BX16 – – AY3 AS3, BT3 13503JN" VK462 1/2" 15 5.6 806 175 psi(12 bar) AV1, BX1, AV1,BX16 – – AS3, BT3 13667A VK463 1/2" 15 56 806 250 psi(17.2 bar)' AV1,BX1 AV1,BX1° Cover Plate Assembly Temperature Ratings',I Sprinkler Temperature S-135 OF(57°C)cover 21876 or 21875(large diameter) Cover Plate Assembly Finishes10 Ratings T-165 OF(74°C)cover 21876 or 21875(large diameter) 1 - Polished Chrome, Brushed Chrome, Bright Brass,Antique A-155 OF(68°C) V- 135 OF (57 °C) cULus Listed cover 13504, 13642 (large Brass, Brushed Brass, Brushed Copper, Painted White, B - 175 OF (79 °C) and 200 °F diameter),or 15394(square cover plate) Painted Ivory,or Painted Black X-165 OF(74°C)cover 13504,or 13642(large diameter) (93°C) Y - 135 OF (57 °C) cover 13504 LPCB Approved as 139 OF 2-Brass C-200 OF(93°C) (59'C) 3-Stainless Steel Z-165 OF(74°C)cover 13504 Footnotes Part number shown is the base part number For complete part number,refer to current Viking price list schedule. Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0 3 The Water Working Pressure rating is stamped on the deflector ^This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Listed by Underwriter's Laboratories for use in the U S.and Canada. 8 Accepted for use,City of New York Department of Buildings, MEA Number 89-92-E,Vol.32. VdS Approved,standards VdS 2344.2005-12,VdS 2100-25:2008-01,and EN 12259-1 1999+Al 2001 +A2:2004+A3.2006,Certificate G4080021 8 CE Certified,Standard EN 12259-1,EC-certificate of conformity 0786-CPD-40249 9 The 135/139 OF cover has an orange label.The 165 OF(74°C)cover has a white label. 0 Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer Contact Viking for additional information "cULus Listed as corrosion resistant. MED Certified,Standard 12259-1,EC-certificate 0832-MED-1003 NOTE:Custom colors are indicated on a label inside the cover assembly Refer to Figure 1 Form No F_103005 1810 11 Rev 18 2 P65 Page 5of7 MIRAGE@ STANDARD AND 0 R CONCEALED PENDENT QIPRINKLER VK462 AND HP SQ41 SPRINKLER VK463 (K5.6) The Viking Corporation,31VNIndustrial Park Drive, Hastings 8U|49VS8 Telephone: 269-945'9501 Technical Services: B77'384-5464 Fou: 2$9'8184680 Email: teuhsvca@vihinQcoqx.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Mirageg Concealed Pendent Sprinklers VK462 and VK463 are cULus Listed as quick response for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. For hazard occupancies up to and including Ordinary Hazard, Group 11. Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13.Maximum spacing allowed is 15 ft.(4 6 m). Minimum spacing allowed is 6 ft. (1 8 m)unless baffles are installed in accordance with NFPA 13. Minimum distance from walls is 4 in. (102 mm) Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE:Concealed sprinklers must be installed in neutral or negative pressure plenums only. a)The sprinkler can be installed in a concrete ceiling(massive ceiling)or in a false ceiling made of light materials b)This sprinkler is deflector fixed type and can be only activated by heat.The housing is not tight. c) Follow installation guidelines of current standards, CEA4001VdS and EN12845 These sprinklers can only be installed in LH and OH occupan- cies,except in OH4 NOTES: Due to the design the sprinkler type'Domed-CCP'shall not be installed in false ceilings in which the false ceiling space is protected by a water extinguishing system. Due to the design the sprinkler type'Domed-CCP'shall not be installed in false ceilings in which during a fire the pressure above the false ceiling may be assumed to be higher than the pressure below the false ceiling The criterion for the dropping of the cover relevant for this approval is heat. Steps of installation: 1 Prepare the sprinkler key 2. Remove the plastic cover 3. Hold the sprinkler with the wrench and fasten it. 4 Replace the plastic cover and do not remove until the cover is installed. IMPORTANT.Always refer to Bulletin Form No. F—091699-Care and Handling of Sprinklers.Also refer to Form No. F080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB,APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Form No F_108005 181O11 Rev 18.2.P65 ' Page 6cf7 ®R MIRAGE@ STANDARD AND SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation,3]VNIndustrial Park Drive, Hastings K8|4905W Telephone: 269-945-9501 Technical Services: WTT'384-54a4 Fox: 269'818'1680 Email:techsvcn@vihingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 77,777 Sprinkler Base NPT Thread Size Nominal K-Factor Maximum FM Approva IS3 SIN Water Working (Refer also to Design Criteria below.) Part No.' Inch mm U.S. metrie Pressure 13503A VK462 1/2" 15 56 806 175 psi(12 bar) AW1,BX1,AY2,BZ2 Cover Plate Assembly Temperature RatingS1,4 Cover Plate Assembly Finishes' Y- 139 OF(59'C)cover 21875 or 21876 1 - Polished Chrome, Brushed Chrome, Bright Sprinkler Temperature Ratings Z-165 OF(74'C)cover 21875 or 21876 Brass, Antique Brass, Brushed Brass, A-155 OF(68-C) W-139 OF(59'C)cover 13504, 13642(large diameter),or Brushed Copper, Painted White, Painted B-175 OF(79 OC)and 200 OF(93 oC) 15394(square cover plate) Ivory, or Painted Black X- 165 OF (74'C)cover 13504, 13642(large diameter), or 2-Stainless Steel 15394(square cover plate) Footnotes Part number shown is the base part number For complete part number, refer to current Viking price list schedule. Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. This chart shows the FM Approvals available at the time of printing Other approvals may be in process.Check with the manufacturer for any additional approvals The 139 OF(59'C)cover has an orange label.The 165 OF(74'C)cover has a white label. Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer Contact Viking for additional information. NOTE:Custom colors are indicated on a label inside the cover assembly Refer to Figure 1 FM Approval Reciuirements: Viking Concealed Pendent Sprinkler VK462 is FM Approved as a standard response Non-Storage concealed pendent sprinkler as indicated in the FM Approval Guide.For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to. minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing,and deflector distance below the ceiling NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT-Always refer to Bulletin Form No. F091699 -Care and Handling of Sprinklers.Also refer to Form No. F—080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB,APSAD,VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Form No F_103005 181011 Rev 18.2.P65 Page 7 of 7 C MIRAGE° STANDARD AND N4 I Ki MQR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler and 2-1/4" (57 mm) Adapter Assembly diameter opening • Protective cap Sprinkler Wrench required in the removed Part No. 14047WB** ceiling. • Use wrench 14047WB** " Step 1: Step 2: Carefully slide the Carefully press the wrench upward and wrench sideways around turn slightly to ensure engagement with the deflector and pins the sprinkler wrench flats. NEVER install the sprinkler by applying the installation Sprinkler wrench across the frame arms. DO NOT overtighten. wrench flat Use only the designated sprinkler wrenches, Viking Sprinkler Part Numbers 14047WB** or 14031**.A leak tight seal '. frame arms should be achieved by turning the sprinkler clockwise 1 to 1-1/2 turns beyond finger tight. Figure 3: Sprinkler Installation and Proper Wrench Usage A 1/2"ratchet is required(Not available from Viking) =� - 1/2" (15 mm) NPT 2-9/16" (65 mm) \�1 Maximum 2-1/16" (52 mm) Minimum Tc E E M 2-3/4" (70 mm)or NOTE: Upon sprinkler activation, the deflector descends 3-5/16" (84 mm) to approximately 13116"(21 mm)below the sprinkler body. Figure 4: Sprinkler Dimensions and Cover Installation Form No F_103005 18 10 11 Rev 18 2.P65 Replaces Form No F_103005 Rev 18 2 (Added P65 Warning.) Page 1 of 6 NJJQ C STANDARD/QUICK LCOFERAGE ESPONSE EXTENDED DRY HORIZONTAL IDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com 1. DESCRIPTION Viking Standard/Quick Response Extended Coverage Dry Horizontal Sidewall Sprinklers are thermosensitive spray sprinklers suitable for use in areas subject to freezing.The sprinklers are designed for dry systems and preaction systems where it is necessary to prevent water or condensation from entering the drop nipple be- fore sprinkler operation They may also be installed in spaces subject to freezing t and supplied from a wet system in an adjacent heated area. The special Polyester and Electroless Nickel PTFE (ENT) coatings have been investigated for installation in corrosive atmospheres and are cULus listed as cor- rosion resistant as indicated in the Approval Chart. NOTE: When installed in some corrosive environments, the Polyester finish may change color.This natural discoloration over time is not in itself an indi- cation of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. For Light Hazard Occupancies Only 2. LISTINGS AND APPROVALSWARNING:Cancer and Reproductive Hann- www.P65Wamings.ca.gov cULus Listed: Category VNIV Refer to the Approval Chart on page 109c and Design Criteria on page 109e for cULus Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1998 Minimum Operating Pressure Refer to the Approval Chart on page 109c Maximum Working Pressure 175 psi (12 bar) Factory tested pneumatically to 100 psi (6 89 bar) Thread size 1" NPT or 25 mm BSP Nominal K-Factor 5 6 U S (80 6 metric')for all listed and approved lengths. Metric K-factor measurement shown is when pressure is measured in bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0 Glass-bulb fluid temperature rated to-65°F (-55°C) Covered by the following U S Patent numbers 8,636,075 and 8,376,060 Material Standards: Frame Casting: Brass UNS-C84400 Viking Technical Data may be found on Deflector Copper UNS-C19500 The Viking Corporation's Web site at Bulb Glass, nominal 3 mm diameter http://www.vikinggroupinc.com. Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with The Web site may include a more recent PTFE Tape Compression Screw Brass UNS-C36000 edition of this Technical Data Page. Pip Cap and Pip Cap Adapter Brass UNS-C36000 Orifice Copper UNS-C22000 Tube ERW Hydraulic Steel Tube Support(Internal) Stainless Steel UNS-S30400 Barrel- Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish Barrel End and Threads QM Brass Escutcheon Materials: Recessed Dry Escutcheons. Cold Rolled Steel UNS-G10080 ENT Coated Adjustable and Recessed Escutcheons. Stainless Steel UNS-S30400 Ordering Information: (Also refer to the current Viking price list.) Sprinkler: Base Part No 10542U Order Standard/Quick Response Extended Coverage Dry Horizontal Sidewall Sprinklers by first adding the appropriate suffix for the sprinkler finish, the appropriate suffix for the temperature rating, and then the suffix for the length ("A" dimension)to sprin- kler base part number Order in a specific length noted as the"A"dimension (see Figure 3) The"A" dimension is the distance from the face of the fitting (tee)to the desired finished surface of the wall in which it is to be installed. Form No F_051598 18 11 01 Rev 15 1 P65 Reoaces Form No F U5'•598 Rev '15 " (Added P65 Warning ) Page 2of6 STANDARD/QUICK N41KJNG* 11 RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com These sprinklers are listed and approved in lengths from 3-1/4"to 47-1/2" (82.5 mm to 1,207 mm)for the adjustable recessed style Finish Suffix: Chrome = F, White Polyester= M-/W, and ENT=JN Temperature Suffix(°F/°C) 155°/68° = B, 175°/79° = D BSP threads are available upon special request. For example, sprinkler VK188 with 1" NPT Threads, a Chrome finish, a 155 °F/68 °C temperature rating, and "A" length of 10" _ Part No 10542UFB10 Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the"Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Wrench for recessed sprinklers. Part No 07565W/B**(available since 1991) o t e c ti v e **A'h"ratchet is required(not available from Viking). S p r-I n k I e r Dry Sprinkler Protective Cover: Part No 15610 Sh elo 4. INSTALLATION Refer to appropriate NFPA Installation Standards. _ 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the internal parts to open the water- way Water flowing through the sprinkler orifice strikes the sprinkler Wrench J/ deflector, forming a uniform spray pattern to extinguish or control the fire FI 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY \l V=<iNC, 07297 C The Viking Standard/Quick Response Extended Coverage Dry Horizontal Sidewall Sprinkler is available through a network of domestic and inter- national distributors. See The Viking Corporation web site for the closest Figure 1: distributor or contact The Viking Corporation Sprinkler with Protective Shield 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES „... , ...... Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Sprinkler Finishes: Chrome, White Polyester, and ENT Corrosion-Resistant Coating',4: White Polyester and ENT in all temperature ratings Footnotes The sprinkler temperature rating is stamped on the deflector Z Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards 'The corrosion-resistant Polyester and ENT coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chars.These tests cannot and do not represent all possible corrosive environments. Note:These coatings are NOT cor- rosion proof. Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environ- ment. Polyester and ENT coatings are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. "When installed in some corrosive environments,the Polyester finish may change color This natural discoloration over time is not in itself an indication of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. Form No F_051598 18 11 01 Rev 15 1 P65 Page 3 of 6 ® STANDARD/QUICK . RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Sprinkler Thread Maximum Area Nominal Order Length Listings and Approvals5 p Minimum Water Supply (Refer also to Design Criteria Base Part Size of Coveragez K-Factor' z Increment on page 109e.) Number' Width x Length Requirements NPT BSP' U.S. I metric° Inches mm cULus" FM NYC' Quick Response Listings 10542U 1" See 16 ft. x 16 ft. 56 806 26 gpm @ 21 6 psi 1/4" 635 Al,A2 -- Al Footnote 9 (4 9 m x 4 9 m) (98 4 L/min @ 1 49 bar) 10542U 1" See 16 ft. x 18 ft. 56 806 29 gpm @ 26 8 psi 1/4" 635 Al,A2 -- Al Footnote 9 (4 9 m x 5 5 m) (109 8 Umin @ 1 85 bar) Standard Response Listings 10542U 1" See 16 ft. x 20 ft. 56 806 32 gpm @ 32.7 psi 1/4" 635 Al,A2 -- Al Footnote 9 (4 9 m x 6 1 m) (121 1 L/min @ 2.25 bar) Approved Temperature Ratings Approved Finishes and "A" Dimensions A-155°F(68°C)and 175°F(79°C) 1 -Chrome or White Polyester"with"A"dimensions 3-1/4"to 47-1/2"(82.5 mm to 1,207 mm) 2-ENT"with"A"dimensions 3-1/4"to 47-1/2" (82.5 mm to 1,207 mm) Footnotes ' Part number shown is the base part number For complete part number,refer to current Viking price list schedule 2 For areas of coverage smaller than shown,use the"Minimum Water Supply Requirement"for the next larger"Area of Coverage"listed for the sprinkler used. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the"Minimum Water Supply Requirement" used. 3 K-Factor applies for standard lengths("A"Dimensions indicated above) Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa, divide the metric K-factor shown by 10.0 5 This chart shows the listings and approvals available at the time of printing Other approvals may be in process.Check with the manufacturer for any additional approvals. "Listed by Underwriter's Laboratories for use in the U S and Canada.Listings are limited to Light-Hazard occupancies with smooth,flat,horizontal ceilings. Accepted for use,City of New York Department of Buildings, MEA Number 89-92-E,Vol. 15 "cULus Listed as corrosion resistant. B 25 mm BSP threads available upon special request. Press the wrench onto the sprinkler wrench flats and turn sllghtly to ensure engage- ment with the wrench flats I Sprinkler Wrench 07565W/B)K* roust be used for Installing recessed dry sprinklers -AA 1/2' ratchet is required (Not available Pr Viking) Figure 2: Wrench 07565W/B for Adjustable Recessed Dry Horizontal Sidewall Sprinklers Form No F_051598 18 11 01 Rev 15 1 P65 Page 4 of 6 STANDARD/QUICK 0 N RESPONSE EXTENDED I KJ M* COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com For 'A' Dimension 1, Determine the distance from the face of the tee to the face of the finished wall. 2 Round to the nearest 1/4' (6 35 mm) between 3-1/4' and 47-1/2' (1,207 mm) Gelling NOTE The sprinkler will be recessed approximately 5/16' (7 9 mm) Wall with 5/8' horizontal adjust- ment available 4' (102 mm) Minimum 6' (152 mm) Maximum A e 1/2' (12.7 mm) - I 3-1/16' (77,8 mm) i Minimum wall opening 2-1/8' (54 mm) diameter, Maximum wall opening 2-1/2' (63,5 mm) diameter Available Adjustment 1-1/2 (38.1 mm) Minimum 5/16' (79 mm) Outward Adjustment 5/16' (79 mm) Inward Adjustment Figure 3: Adjustable Recessed Dry Horizontal Sidewall Sprinkler with the Model E-1 Escutcheon Top View- Dry HSW Sprinkler Side View-Sprinkler Cover 15610 Press the cover together until it snaps closed 14 4W E � 1 J After the sprinkler is installed, carefully place the cover over the dry sprinkler as shown. NOTE: Remove the sprinkler clip and cover before placing the system in service! Figure 4: Dry Horizontal Sidewall Sprinkler Cover Part Number 15610 (Optional for temporary use with Viking Dry HSW Sprinklers until finish work is completed around the sprinkler.) Form No F_051598 18 11 01 Rev 15 1 P65 Page 5 of 6 STANDARD/QUICK . RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com 1101-1 :. r,:...: ..::..: NOTE:When using CPVC fittings with Viking dry sprinklers,use only new Nibco Model 5012-S-BI tees.When selecting other CPVC fittings, contact Viking Technical Services. cULus Listina Requirements: Extended Coverage Dry Horizontal Sidewall Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for extended coverage horizontal sidewall spray sprinklers. • Limited to Light Hazard occupancies,with smooth,flat,horizontal ceilings only • Minimum spacing:No sprinklers shall be located within the maximum protection area of any other sprinkler • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for extended coverage sidewall spray sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page DRY1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards, whenever applicable. Seal the clearance space around the sprinkler barrel to avoid leakage of air into the protected area and consequent formation of condensate around the sprinkler frame, which could inhibit operation or cause premature operation. Refer to Figure 6. If humidity and temperature --------------_----- differential causes condensation _________________-- un on the exposed dry sprinkler 'fI ------------------- b arrel, consider wrapping the \ exposed barrel with insulation, Ceiling foam insulating tape, or equivalent. 4' (102 mm) Minimum Install the 1' NPT threaded end 6' (152 mm) Maximum of the dry sidewall sprinkler into the 1' NPT outlet of a A malleable iron tee fitting per ANSI B 16.3 (Class 150) or cast iron threaded tee fitting per ANSI 16.4 (Class 125) only 3-1/16' .H (77,8 mm) Minimum wall opening size- 2-1/6' (54 mm) diameter (Exposed Maximum wall opening size Barrel) 2-1/2' (63 mm) diameter Available Adjustment Ambient Exposed Barret Outer 1-1/2' (381 mm) minimum Ambient Temperature Temperature 40'F/4'C50'F/le'C60•F/16'C Surface 5/16' (79 mm) outward Op Protected of the Area' at theExposed Minimus Barrel Wall and inward ad justmert Discharge End Length■ Face of the OF the Sprinkle Tee to the Outer SurFace of the Watt wThe protected area refers to the area In.(nm) In,(nn) In.(nn> below the ceiling. 40-F WC) 0 0 0 The ambient temperature Is the temperature 30'F (-1'C) 0 0 0 at the discharge end of the sprinkler 20'F (-7'C) 4 (100)1 0 0 1 For protected area temperatures that 10'F (-12'C) 8 (203) 1 (25.4) 0 occur between the values listed, use the 06F (-18'C) 12 (305) 3 (7 T) 0 next cooler temperature -10'F (-23'0 14 (356) 4 (102) 1 (25.4) ■wThe minimum required barrel length is not -20'F (-29'C)14 (356) 6 (152) 3 (76) the same as the 'A' dimension. -30'F (-34'C)16 (406)8 (203)4 (102) Refer to Figure 3 for the 'A' dimension. -40'F (-40'C)18 (457)8 (203)4 (102) Exposed minimum barrel lengths are inclusive -50'F (-46'C)20 (508)10 (25416 (152) up to 30 mph wind velocities. -60'F (-51'C)20 (508)10 (254 6 (152) Figure 5: Dry Horizontal Sidewall Sprinkler Required Minimum Barrel Length Based on Ambient Temperature in the Protected Area Form No F051598 18 11 01 Rev 15 1 P65 Page 6 of 6 ® STANDARD/QUICK 0 N4 I Ki j RESPONSE EXTENDED J COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Seal Seal Cor equivalent method) Clearance Opening Ll\"—� Insulated Insulated Wall Wall Dry Sprinkler Seal on the Dry Sprinkler Seal Within the Wall Exterior of the Wall Figure 6: Dry Sprinkler Seal Form No F_051598 18 11 01 Rev 15 1 P65 Rep;aces �!orni Nc F-0-1-1558 Rev 15 {Added P65 M Hing Page 1 of 6 C STANDARD/QUICK RESPONSE EXTENDED W4J COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com 1. DESCRIPTION Viking Standard/Quick Response Extended Coverage Dry Horizontal Sidewall Sprinklers are thermosensitive spray sprinklers suitable for use in areas subject to freezing.The sprinklers are designed for dry systems and preaction systems where it is necessary to prevent water or condensation from entering the drop nipple be- fore sprinkler operation. They may also be installed in spaces subject to freezing and supplied from a wet system in an adjacent heated area. The special Polyester and Electroless Nickel PTFE (ENT) coatings have been investigated for installation in corrosive atmospheres and are cULus listed as cor- rosion resistant as indicated in the Approval Chart. NOTE: When installed in some corrosive environments, the Polyester finish may change color.This natural discoloration over time is not in itself an indi- cation of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. For Light Hazard Occupancies Only 2. LISTINGS AND APPROVALS WARNING:cancer and Reproductive Harm- www.P65Wamings.ra.gov p� cULus Listed: Category VNIV Refer to the Approval Chart on page 109c and Design Criteria on page 109e for cULus Listing requirements that must be followed 3. TECHNICAL DATA Specifications: Available since 1998 Minimum Operating Pressure Refer to the Approval Chart on page 109c Maximum Working Pressure 175 psi (12 bar) Factory tested pneumatically to 100 psi (6 89 bar) Thread size 1" NPT or 25 mm BSP Nominal K-Factor 5 6 U S (80 6 metric*)for all listed and approved lengths *Metric K-factor measurement shown is when pressure is measured in bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0 Glass-bulb fluid temperature rated to-65°F (-55 °C) Covered by the following U S Patent numbers 8,636,075 and 8,376,060 Material Standards: Frame Casting: Brass UNS-C84400 Viking Technical Data may be found on Deflector Copper UNS-C19500 The Viking Corporation's Web site at Bulb Glass, nominal 3 mm diameter http://www.vikinggroupinc.com. Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with The Web site may include a more recent PTFE Tape Compression Screw- Brass UNS-C36000 edition of this Technical Data Page. Pip Cap and Pip Cap Adapter Brass UNS-C36000 Orifice Copper UNS-C22000 Tube ERW Hydraulic Steel Tube Support(Internal) Stainless Steel UNS-S30400 Barrer Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish Barrel End and Threads. QM Brass Escutcheon Materials: Recessed Dry Escutcheons. Cold Rolled Steel UNS-G10080 ENT Coated Adjustable and Recessed Escutcheons. Stainless Steel UNS-S30400 Ordering Information: (Also refer to the current Viking price list.) Sprinkler: Base Part No 10542U Order Standard/Quick Response Extended Coverage Dry Horizontal Sidewall Sprinklers by first adding the appropriate suffix for the sprinkler finish, the appropriate suffix for the temperature rating, and then the suffix for the length ("A" dimension)to sprin- kler base part number Order in a specific length noted as the"A" dimension (see Figure 3) The"A" dimension is the distance from the face of the fitting (tee)to the desired finished surface of the wall in which it is to be installed Form No F_051598 18 11 01 Rev 15 1 P65 Pep;aces Porn No ;=_05`598 Rev 15 `I iAdded P65 Warning ) Page 2 of 6 ® STANDARD/QUICK N I KJ RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com These sprinklers are listed and approved in lengths from 3-1/4"to 47-1/2" (82.5 mm to 1,207 mm)for the adjustable recessed style. Finish Suffix: Chrome = F, White Polyester= M-/W, and ENT=JN Temperature Suffix(°F/°C) 155°/68° = B, 175°/79° = D BSP threads are available upon special request. For example, sprinkler VK188 with 1" NPT Threads, a Chrome finish, a 155 °F/68 °C temperature rating, and "A" length of 10" _ Part No 10542UFB10 Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the"Sprinkler Accessories"section of the Viking data book.) Sprinkler Wrenches: Wrench for recessed sprinklers. Part No 07565W/B**(available since 1991) P r c t e,t V e **A A"ratchet is required(not available from Viking) S�- r k I e r Dry Sprinkler Protective Cover: Part No 15610 S', 'eld 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the internal parts to open the water- way Water flowing through the sprinkler orifice strikes the sprinkler w' ench deflector, forming a uniform spray pattern to extinguish or control the fire. Flay 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY ✓ 1 ✓I'�I�� °29 O The Viking Standard/Quick Response Extended Coverage Dry Horizontal / Sidewall Sprinkler is available through a network of domestic and inter- national distributors See The Viking Corporation web site for the closest Figure 1: distributor or contact The Viking Corporation Sprinkler with Protective Shield 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES ::. : Ordinary 155 OF (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Sprinkler Finishes: Chrome, White Polyester, and ENT Corrosion-Resistant Coating',4: White Polyester and ENT in all temperature ratings Footnotes The sprinkler temperature rating is stamped on the deflector z Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards 'The corrosion-resistant Polyester and ENT coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chars. These tests cannot and do not represent all possible corrosive environments. Note:These coatings are NOT cor- rosion proof. Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environ- ment. Polyester and ENT coatings are applied to the exposed exterior surfaces only Note that the spring is exposed on sprinklers with Polyester and ENT coatings. "When installed in some corrosive environments,the Polyester finish may change color.This natural discoloration over time is not in itself an indication of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. Form No F_051598 18 11 01 Rev 15 1 P65 Page 3 of 6 STANDARD/QUICK . RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com . . Sprinkler Thread Maximum Area Nominal Order Length Listings and Approvals' p Minimum Water Supply (Refer also to Design Criteria Base Part Size of Coverage= K-Factor' Zpp y Increment on page 109e.) Number' , Width x Length 4 Requirements e ' NPT BSP U.S. metric Inches mm cULus FM NYC Quick Response Listings 10542U 1" See 16 ft. x 16 ft. 56 806 26 gpm @ 21 6 psi 1/4" 635 Al,A2 - Al Footnote 9 (4 9 m x 4 9 m) (98 4 L/min @ 1 49 bar) 10542U 1" See 16 ft. x 18 ft. 56 806 29 gpm @ 26 8 psi 1/4" 635 Al,A2 -- Al Footnote 9 (4 9 m x 5 5 m) (109 8 L/min @ 1 85 bar) Standard Response Listings 10542U 1" See 16 ft. x 20 ft. 56 806 32 gpm @ 32.7 psi 1/4" 635 Al,A2 -- Al Footnote 9 (4 9 m x 6.1 m) (121 1 Umin @ 2.25 bar) Approved Temperature Ratings Approved Finishes and "A" Dimensions A-155°F(68°C)and 175°F(79°C) 1 -Chrome or White Polyester8 with"A"dimensions 3-1/4"to 47-1/2" (82.5 mm to 1,207 mm) 2- ENT'with"A"dimensions 3-1/4"to 47-1/2" (82.5 mm to 1,207 mm) Footnotes ' Part number shown is the base part number For complete part number,refer to current Viking price list schedule. I For areas of coverage smaller than shown,use the"Minimum Water Supply Requirement"for the next larger"Area of Coverage"listed for the sprinkler used.The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the"Minimum Water Supply Requirement" used. 3 K-Factor applies for standard lengths("A"Dimensions indicated above) Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 100 5 This chart shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. 8 Listed by Underwriter's Laboratories for use in the U S and Canada.Listings are limited to Light-Hazard occupancies with smooth,flat,horizontal ceilings. 'Accepted for use,City of New York Department of Buildings, MEA Number 89-92-E,Vol. 15 8 cULus Listed as corrosion resistant. 8 25 mm BSP threads available upon special request. Press the wrench onto the sprinkler wrench flats and turn sllghtly to ensure engage- ment with the wrench flats ---- ---------Q I I Sprinkler Wrench 07565W/Bww rust be used for installing recessed dry sprinklers --A 1/2' ratchet is required (Not available from Viking) Figure 2: Wrench 07565W/B for Adjustable Recessed Dry Horizontal Sidewall Sprinklers Form No F_051598 18 11 01 Rev 15 1 P65 Page 4 of 6 C STANDARD/QUICK RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com For 'A' Dimension 1 Determine the distance from the face of the tee to the Face of the finished wall 2 Round to the nearest 1/4' (6,35 mm) between 3-1/4' and 47-1/2' (1,207 mm). Celling NOTE The sprinkler will be recessed approximately 5/16' (7 9 mm) Wall with 5/8' horizontal adjust- ment available, 4' (102 mm) Minimum 6' (152 mm) Maximum A e 1/2' (12.7 mm) I3-1/16' _ (77,8 mm) Minimum wall opening 2-1/8' (54 mm) diameter Maximum wall opening 2-1/2' (63 5 mm) diameter Avallnble Adjustment 1-1/2 (381 mm) Minimum 5/16' (79 mm) Outward Adjustment 5/16' (7 1) mm) Inward Adjustment Figure 3. Adjustable Recessed Dry Horizontal Sidewall Sprinkler with the Model E-1 Escutcheon Top View- Dry HSW Sprinkler Side View-Sprinkler Cover 15610 Press the cover together until it snaps closed. too 114 ltld Sfl i A After the sprinkler is installed, carefully place the cover over the dry sprinkler as shown. NOTE: Remove the sprinkler clip and cover before placing the system in service! Figure 4: Dry Horizontal Sidewall Sprinkler Cover Part Number 15610 (Optional for temporary use with Viking Dry HSW Sprinklers until finish work is completed around the sprinkler.) Form No F_051598 18 11 01 Rev 15 1 P65 Page 5 of 6 C STANDARD/QUICK RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com NOTE:When using CPVC fittings with Viking dry sprinklers,use only new Nibco Model 5012-S-BI tees.When selecting other CPVC fittings, contact Viking Technical Services. cULus Listing Reauirements: Extended Coverage Dry Horizontal Sidewall Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for extended coverage horizontal sidewall spray sprinklers. • Limited to Light Hazard occupancies,with smooth,flat, horizontal ceilings only. • Minimum spacing No sprinklers shall be located within the maximum protection area of any other sprinkler • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers The distance shall be measured perpendicular to the wall • The sprinkler installation and obstruction rules contained in NFPA 13 for extended coverage sidewall spray sprinklers must be followed. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page DRY1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances, and standards,whenever applicable. Seal the clearance space around the sprinkler barrel to avoid leakage of air into the protected area and consequent formation of condensate around the sprinkler frame, which could inhibit operation or cause premature operation Refer to Figure 6. If humidity and temperature ______ differential causes condensation on the exposed dry sprinkler ------------------- barrel, consider wrapping the exposed barrel with insulation, \Ceiling foam insulating tape, or equivalent, 4 (102 mm) Minimum Install the 1' NPT threaded end 6' (152 mm) Maximum of the dry sidewall sprinkler Into the 1' NPT outlet of a A malleable iron tee fitting per ANSI B 16.3 (Class 150) or cast Iron threaded tee fitting per ANSI 16.4 (Class 125) only (A -.1 3-1/16' (77.8 mm) Minimum wall opening size 2-1/8' :541 diameter (Exposed Maximum wall opening size Barrel) 2-1/2' (63 mm) diameter Available Adjustment Ambient Exposed nrrel 1-1/2' (38.1 mm) minimum Ambient Temperature cuter Temperature 40'F/4'C50'F/10'C60'F/16'C Surface 5/16' (79 mm) outward of Protected Ex .sed Minimum Barrel of the Area* at thep Wall and inward adjustment Discharge End Length* Face of the of the Sprinkier Tee to the Outer Surface of the Wall *The protected area refers to the area In,(-) In.(mm) In.(mm) below the ceiling. 40'F WC) 0 0 0 The ambient temperature Is the temperature 30'F (-1'C) 0 0 0 1 at the discharge end of the sprinkler 2D'F (-7'C) 4 (100) a 0 For protected area temperatures that 10'F (-12*0 8 (203) 1 (25,4) a occur between the values listed, use the 0'F (-18'C) 12 (305) 3 (76) 0 next cooler temperature -10'F (-23'C)14 (356) 4 (102) 1 (25.4) ■wThe minimum required barrel length is not -20'F (-29'C)14 (356) 6 (152) 3 (76) the some as the 'A' dimension. -30'F (-34'G 16 (406)8 (203 4 (102) Refer to Figure 3 for the 'A' dimension -40'F (-40'G 18 (457)8 (203)4 (102) Exposed minimum barrel lengths are inclusive -50-F (-46-C)120 (508)10 (254 6 (152) up to 30 mph wind velocities. -60'F (-51'C)120 (508)10 (254 6 (152) Figure 5: Dry Horizontal Sidewall Sprinkler Required Minimum Barrel Length Based on Ambient Temperature in the Protected Area Form No F_051598 18 11 01 Rev 15 1 P65 Page 6 of 6 ® STANDARD/QUICK RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Seal Seal (or equivalent method) Clearance Opening Insulated Insulated Wall Wall Dry Sprinkler Seal on the Dry Sprinkler Seal Within the Wall Exterior of the Wall Figure 6: Dry Sprinkler Seal Form No F_051598 18 11 01 Rev 15 1 P65 Rep:aces Form. No F_0u1598 Rev 15 ` ;Added P65 Warning ) Page 4 of 6 C STANDARD/QUICK RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com For 'A' Dimension 1. Determine the distance from the face of the tee to the face of the finished watt 2, Round to the nearest 1/4' (6,35 mm) between 3-1/4' and 47-1/2' (1,207 mm) Gelling NOTE1 The sprinkler will be recessed approximately 5/16' (7 9 mm) Wall with 5/8' horizontal adjust- ment avaltable, 4' (102 mm) Minimum 6' (152 mm) Maximum A e 1/2' (12.7 mm) t3-1/16' -- (77 8 mm) i Minimum wall opening 2-1/8' (54 mm) diameter Maximum wall opening 2-1/2' (63 5 mm) diameter Available Adjustment 1-1/2 (38.1 mm) Minimum 5/16' (7 1) mm) ❑utward Adjustment 5/16' (T9 mm) Inward Adjustment Figure 3: Adjustable Recessed Dry Horizontal Sidewall Sprinkler with the Model E-1 Escutcheon Top View- Dry HSW Sprinkler Side View-Sprinkler Cover 15610 Press the cover together until it snaps closed. Y t1t6999 �� Ra ltld Sfl 6 P �'I After the sprinkler is installed, carefully place the cover over the dry sprinkler as shown. NOTE: Remove the sprinkler clip and cover before placing the system in service! Figure 4: Dry Horizontal Sidewall Sprinkler Cover Part Number 15610 (Optional for temporary use with Viking Dry HSW Sprinklers until finish work is completed around the sprinkler.) Form No F051598 18 11 01 Rev 15 1 P65 Page 3of6 STANDARD/QUICK RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com M : Sprinkler Thread Maximum Area Nominal Order Length Listings and Approvals' Size z K-Factor' Minimum Water Supply Increment (Refer also to Design Criteria Base Part of Coverage Z on page 109e.) Number' Width x Length Requirements NPT BSP' g U.S. metric° Inches mm cLlLus' FM NYC' Quick Response Listings 10542U 1" See 16 ft. x 16 ft. 56 806 26 gpm @ 21 6 psi 1/4" 635 Al,A2 -- Al Footnote 9 (4 9 m x 4 9 m) (98 4 Umin @ 1 49 bar) 10542U 1" See 16 ft. x 18 ft. 56 806 29 gpm @ 26 8 psi 1/4" 635 Al,A2 -- Al Footnote 9 (4 9 m x 5 5 m) (109 8 Umin @ 1 85 bar) Standard Response Listings 10542U 1, See 16 ft. x 20 ft. 56 806 32 gpm @ 32.7 psi 1/4" 635 Al,A2 -- Al Footnote 9 (4 9 m x 6 1 m) (121 1 Umin @ 2.25 bar) Approved Temperature Ratings Approved Finishes and "A" Dimensions A-155°F(68°C)and 175°F(79°C) 1 -Chrome or White Polyester'with"A"dimensions 3-1/4"to 47-1/2"(82.5 mm to 1,207 mm) 2- ENT'with "A"dimensions 3-1/4"to 47-1/2" (82.5 mm to 1,207 mm) Footnotes Part number shown is the base part number For complete part number, refer to current Viking price list schedule. z For areas of coverage smaller than shown,use the"Minimum Water Supply Requirement"for the next larger"Area of Coverage"listed for the sprinkler used. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the"Minimum Water Supply Requirement" used. 3 K-Factor applies for standard lengths("A"Dimensions indicated above) °Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa, divide the metric K-factor shown by 10.0 e This chart shows the listings and approvals available at the time of printing. Other approvals may be in process.Check with the manufacturer for any additional approvals. e Listed by Underwriter's Laboratories for use in the U S and Canada.Listings are limited to Light-Hazard occupancies with smooth,flat,horizontal ceilings. Accepted for use,City of New York Department of Buildings, MEA Number 89-92-E,Vol. 15 6 cULus Listed as corrosion resistant. 9 25 mm BSP threads available upon special request. Press the wrench onto the sprinkler wrench flats and turn sllghtly to ensure engage- ment with the wrench flats - I ------—jul Sprinkler Wrench 07565W/B­ Aust be used For Installing recessed dry sprinklers. ■�A 1/2' ratchet is required (Not avalla6le from Viking) Figure 2: Wrench 07565W/B for Adjustable Recessed Dry Horizontal Sidewall Sprinklers Form No F_051598 18 11 01 Rev 15 1 P65 Page 4 of 6 MICROFAST@ QUICK NJ . RESPONSE HORIZONTAL SIDEWALL SPRINKLER I Ki VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com .F ... ...:... rr. r� ....: .. ..;..:`�. :.r... .............. .r.. ... :: ............ Base Part Sprinkler Thread Size Nominal K-Factor Overall Length Listings and Approvals' Number' SIN Style (Refer also to Design Criteria on page 43x.) NPT BSP U.S. metric' Inches mm cULus" LPCB 12997 VK305 HSW 1/2" 15 mm 5.6 806 2-11/16 68 A1W, B1X, C2W,D2Z 19782 VK305 HSW 1/2" 5.6 80.6 2-11/16 68 E3 12121 VK305 HSW 1/2" 115mm 56 806 1-11/16 68 A1W,B1X, C2W,D2Z Approved Temperature Ratings A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F Approved Escutcheons Approved Finishes W-Installed with standard surface-mounted escutcheons (141 °C) 1 - Brass, Chrome, White Poly-ester56, X- Installed with standard surface-mounted escutcheons or B - 135 °F (57 °C), 155 °F (68 °C), 175 °F and Black Polyester" recessed with the Viking Micromatic' Model E-1, E-2, or (79°C), and 200°F(93°C) 2-ENT' C - 155 °F (68 °C), 175 °F (79 °C), 200 °F G-1 Recessed Escutcheon (93°C),and 286°F(141 °C) 3-Chrome Z - Installed with standard surface-mounted escutcheons or D- 155°F(68°C), 175°F(79°C),and 200 recessed with the Viking Micromatic Model E-1 °F(93°C) E-155°F(68°C) Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0 3 This table shows the listings and approvals available at the time of printing Other approvals may be in process. 4 Listed by Underwriters Laboratories Inc.for use in the U S.and Canada. ScULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors ..... ... ........ � ::. . ' .:^�:�., V.:�� �.. .. rte.• �.,� , • d ts, 01 -rte. cULus Listing Requirements: Quick Response Horizontal Sprinkler VK305 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • Locate with the deflector 4"to 12"(102 mm to 305 mm)below the ceiling. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. • Minimum spacing allowed is 6 ft. (1 8 m) • Align the top of the deflector parallel with the ceiling • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, LPCB,APSAD, VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Form No F_060914 19 02.21 Rev 19 1 Page 3 of 6 MICROFAST@ QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Ordinary 135 °F (57 °C) 100 °F (38°C) Orange Ordinary 155 °F (68°C) 100 °F (38 °C) Red Intermediate 175 °F (79°C) 150 °F(65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings':White Polyester, Black Polyester, and ENT Footnotes The sprinkler temperature rating is stamped on the deflector Z Based on NFPA-13 Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 'The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts These tests cannot and do not represent all possible corrosive environments. Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only For ENT coated sprinklers,the waterway is coated. Note that the spring is exposed on sprinklers with Polyester,and ENT coatings. Step 1: Carefully slide the wrench sideways around the deflector, ensuring en- gagement with the sprinkler wrench flats. EV �L. Sprinkler wrench 13655W/B"' must be used for installing wax coated sprinklers. "*A 1/2" ratchet is required Step 2: Carefully press the wrench onto the (not available from Viking) sprinkler wrench flats. Figure 2: Wrench 13655W/B for Recessed Sprinklers Form No F_060914 19 02.21 Rev 19 1 Page 2 of 6 MICROFASTO QUICK :RESPONSE HORIZONTAL SIDEWALL SPRINKLER w4j VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler Cabinets: A. Six-head capacity- Part No 01724A(available since 1971) B Twelve-head capacity- Part No 01725A(available since 197 1) 4. INSTALLATION Refer to appropriate NFPA Installation Standards 5. OPERATION During fire conditions,the heat-sensitive fusible link disengages, the pip cap and spring are released, and the waterway is opened. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is available through a network of domestic and interna- tional distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Wrench Flat a Figure 1: Standard Sprinkler Wrench 21475M/B Form No F060914 19 02.21 Rev 19 1 Page 1 of 6 MICROFAST@ QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in Approval Charts 2. LISTINGS AND APPROVALS i @os cULus Listed: Category VNIV FM FM Approved: Class 2020 CCCF Approved Approved by the China Certification Center for Fire Products(CCCF) WARNING:Cancer and Reproductive Harm- Refer to Approval Charts and Design Criteria for listing and approval requirements that must www.FsSwamings.ca.gov be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure 7 psi (0 5 bar) Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34 5 bar) Nominal K-Factor 5 6 U S (80 6 metric') * Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Overall Length. 2-3/4" (68 mm) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector Copper UNS-C19500 Bulb Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with PTFE Tape Screw- Brass UNS-C36000 Pip Cap and Insert Assembly- Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers. Belleville Spring-Exposed For ENT Coated Sprinklers. Belleville Spring- Exposed, Screw and Pip cap- ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast®Quick Response Horizontal Sidewall Sprinkler VK305 by first adding the appropriate suffix for the sprin- kler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass =A, Chrome = F, White Polyester= M-/W, Black Polyester= M-/B, and ENT=JN Temperature Suffix: 135 °F/57 °C =A, 155 °F/68 °C = B, 175 °F/79 °C = D, 200 °F/93 °C = E, and 286 °F/ 141 °C = G For example, sprinkler 12997 with a Brass finish and a 155 °F/68 °C temperature rating = Part No 12997AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website) Sprinkler Wrenches: A. Standard Wrench Part No 21475M/B (available since 2017) B Wrench for recessed and/or wax coated sprinklers Part No 13655W/B" (available since 2006) **A'/2"ratchet is required (not available from Viking) Form No F_060914 19 02.21 Rev 19 1 Replaces form F_060914 Rev 17 1 P65 (Removed F-1 Escutcheon ) r Page 5 of 6 MICROFAST@ QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com NINE Base Part SIN Thread Size Nominal K-Factor Overall Length FM Approvals1•4 Number' NPT I BSP U.S. I metric2 Inches mm (Refer also to Design Criteria below.) 12997 VK305 1/2" 15 mm 5 6 80 6 2 11/16 68 A1Y,B1X C--le NOTICE-Product Below-Limited Availability(Contact Local Wking Office) t 12121 VK305 1/2" 15 mm 1 5 6 80.6 2-11/16 1 68 A1Y,B1X Approved Temperature Ratings Approved Escutcheons A-135-F(57°C), 155-F(68°C), 175 X - Installed with standard surface-mounted escutcheo (ts* recessed F 79°C ,200-F 93°C ,and 286 Approved Finishes ® ,y, Q ( ) ( ) with the Viking Micromatic Model E-1, E-2, E-3, or G- Recessed -F(141 °C) 1 -Brass Escutcheon B- 135-F(57°C), 155-F(68°C), 175 Y-Installed with standard surface-mounted escutcheons °F(79°C),and 200°F(93°C) Footnotes Ease part number shown. For complete part number,refer to Viking's current price schedule, 2 Ni ttric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 'This table shows the FM Approvals available at the time of printing. Other approvals may be in process. 4Vking vertical sidewall sprinklers may be installed pendent or upright. FM Approval Requirements: Horizontal Sidewall Sprinkler VK305 is FM Approved as a quick response Non-Storage sidewall sprinkler as indicated in the FM Approval Guide.For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus andfor NFPA criteria. IMPORTANT:Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care,installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global,LPCB,APSAD,VdS or other similar organizations,and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No F060914 19 02.21 Rev 19 1 `& Page 6 of 6 �&"' MICROFAST@ QUICK ;X RESPONSE HORIZONTAL :. SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 4 k �— 2-(68 mm) mm) (62 &. � $✓ 3. f Wall Opening Size: Installed with a Standard 24116" (58.7 mm)minimum 1/8"Surface-Mounted -4:2-1/2"(63.5 mm)maximum Escutcheon Figure 3: Sidewall Sprinkler Dimensions with a Standard Escutcheon 4= Minimum a. Minimum 1-3/4" (41 mm) (45 mm) 2-1/8" 2-1/8" 54 m m) 54( ( � � mm) 2-1/4„ 2-5/8" ¥ a (57 mm) (67 mm) Maximum Maximum Wall Opening Size: Installed with the Installed with the 2-5/16" (58.7 mm) minimum Micromatic Model E-1 Threaded Model E-2 2-1/2" (63.5 mm)maximum Recessed Escutcheon Recessed Escutcheon Figure 4• Sidewall Sprinkler VK305 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No F_060914 19 02.21 Rev 19 1 Replaces form F_060914 Rev 17 1 P65 (Removed F-1 Escutcheon ) Page 6 of 6 MICROFASTO QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER .N411UNG* VK305 (K5.6) The Viking Corporation, 210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 2-314" 2-7116" (68 mm) .�. (62 mm) Wall Opening Size: Installed with a Standard 2-5116" (58.7 mm) minimum 118" Surface-Mounted 2-112" (63.5 mm)maximum Escutcheon Figure 3: Sidewall Sprinkler Dimensions with a Standard Escutcheon Minimum Minimum 1 518" T 1-314" (41 mm) * (45 mm) I 7 2-118" 2-118" p (54 mm) E (54 mm) 2-1/4" 2-518" (57 mm) (67 mm) Maximum Maximum Wall Opening Size: Installed with the Installed with the 2-5/16" (58.7 mm) minimum Micromatic Model E-1 Threaded Model E-2 2-1/2" (63.5 mm) maximum Recessed Escutcheon Recessed Escutcheon Figure 4: Sidewall Sprinkler VK305 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No F_060914 19 02.21 Rev 19 1 Replaces form F_060914 Rev 17 1 P65 (Removed F-1 Escutcheon.) Page 5 of 6 MICROFAST® QUICK . RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK306 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com , Base Part SIN Thread Size Nominal K-Factor Overall Length FM Approvals'" Number' NPT BSP U.S. metric' Inches mm (Refer also to Design Criteria below.) 12997 VK305 1/2" 15 mm 56 806 2-11/16 68 A1Y,B1X 12121 VK305 1/2" 15 mm 56 806 2-11/16 1 68 A1Y,B1X Approved Temperature Ratings Approved Escutcheons A-135 OF(57°C), 155°F(68°C), 175 X - Installed with standard surface-mounted escutcheons or recessed F 79-C), 200 OF 93'C), and 286 Approved Finishes ( ) ( ) 1 -Brass with the Viking Micromatic°' Model E-1, E-2, E-3, or G-1 Recessed OF(141 °C) Escutcheon B- 135 OF(57°C), 155°F (68°C), 175 Y-Installed with standard surface-mounted escutcheons OF(79°C), and 200 OF(93°C) Footnotes Base part number shown. For complete part number,refer to Viking's current price schedule. 'Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 'This table shows the FM Approvals available at the time of printing.Other approvals may be in process. 4 Viking vertical sidewall sprinklers may be installed pendent or upright. r FM Approval Requirements: Horizontal Sidewall Sprinkler VK305 is FM Approved as a quick response Non-Storage sidewall sprinkler as indicated in the FM Approval Guide For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB,APSAD,VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Form No F_060914 19 02.21 Rev 19 1 Page 4 of 6 MICROFASTO QUICK NJIKJNG4 :RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com r y.... ..... 01— Base Part Sprinkler Thread Size Nominal K-Factor Overall Length Listings and Approvals' NumberSIN Style (Refer also to Design Criteria on page 43x.) NPT I BSP U.S. metrW Inches mm cULus' LPCB 12997 VK305 HSW 1/2" 15 mm 56 80.6 2-11/16 68 A1W, B1X, C2W,D2Z 19782 VK305 HSW 1/2" 56 806 2-11/16 68 E3 12121 VK305 HSW 1/2" 15 mm 5.6 806 1-11/16 68 A1W,B1X, C2W,D2Z Approved Temperature Ratings A - 135 °F (57 °C), 155 °F (68 °C), 175 Approved Escutcheons °F (79 °C), 200 °F (93 °C), and 286 °F Approved Finishes (141 °C) W-Installed with standard surface-mounted escutcheons 1 - Brass, Chrome, White Poly-ester 16, X-Installed with standard surface-mounted escutcheons or B - 135 °F (57 °C), 155 °F (68 °C), 175 °F and Black Polyester56 recessed with the Viking Micromati& Model E-1, E-2, or (79°C), and 200°F(93°C) 2-ENT' C - 155 °F (68 °C), 175 °F (79 °C), 200 °F G-1 Recessed Escutcheon (93°C),and 286°F(141 °C) 3-Chrome Z- Installed with standard surface-mounted escutcheons or D- 155°F(68°C), 175°F(79°C),and 200 recessed with the Viking Micromatic Model E-1 °F(93°C) E-155°F(68°C) Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. z Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0 'This table shows the listings and approvals available at the time of printing Other approvals may be in process 4 Listed by Underwriters Laboratories Inc.for use in the U S and Canada. 6 cULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. ;.. , :. " RIP x ..,EIte, �'�:E<. •d.M ^�•:x. P.w cULus Listing Requirements: Quick Response Horizontal Sprinkler VK305 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • Locate with the deflector 4"to 12"(102 mm to 305 mm)below the ceiling. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. • Minimum spacing allowed is 6 ft. (1 8 m) • Align the top of the deflector parallel with the ceiling • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall • The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, LPCB,APSAD,VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Form No F_060914 19 02.21 Rev 19 1 Page 3 of 6 MICROFASTO QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK306 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES 011 1 Ordinary 135 °F (57 °C) 100 °F (38 °C) IT Ordinary 155 °F (68 °C) 100 °F (38 °C) Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings': White Polyester, Black Polyester, and ENT Footnotes The sprinkler temperature rating is stamped on the deflector z Based on NFPA-13 Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts.These tests cannot and do not represent all possible corrosive environments. Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only For ENT coated sprinklers,the waterway is coated. Note that the spring is exposed on sprinklers with Polyester,and ENT coatings. Step 1: Carefully slide the wrench sideways around the deflector,ensuring en- gagement with the sprinkler wrench flats. �p> av ee Sprinkler wrench 13655W/B** must be used for installing wax coated sprinklers. **A 1/2" ratchet is required Step 2: Carefully press the wrench onto the (not available from Viking) sprinkler wrench flats. Figure 2: Wrench 13655W/B for Recessed Sprinklers Form No F060914 19 02.21 Rev 19 1 Page 2 of 6 MICROFAST® QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler Cabinets: A. Six-head capacity- Part No 01724A(available since 1971) B Twelve-head capacity, Part No 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards 5. OPERATION During fire conditions, the heat-sensitive fusible link disengages, the pip cap and spring are released, and the waterway is opened. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is available through a network of domestic and interna- tional distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Wrench Flat ' Figure 1: Standard Sprinkler Wrench 21475M/B Form No F_060914 19 02.21 Rev 19 1 Page 1 of 6 MICROFAST@ QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired In addition, these coatings have been investigated for installation in corrosive lq4w atmospheres and are listed/approved as corrosion resistant as indicated in Approval Charts. 2. LISTINGS AND APPROVALS c& cLILus Listed- Category VNIV FM FM Approved Class 2020 CCCF Approved Approved by the China Certification Center for Fire Products(CCCF) [��R:.:.N:G:c ancer and Reproductive Harm- Refer ca.gov Refer to Approval Charts and Design Criteria for listing and approval requirements that must be followed 3. TECHNICAL DATA Specifications: Minimum Operating Pressure 7 psi (0 5 bar) Rated to 175 psi (12 bar)water working pressure Factory tested hydrostatically to 500 psi (34 5 bar) Nominal K-Factor 5 6 U S (80 6 metric*) * Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Overall Length. 2-3/4" (68 mm) Material Standards: Frame Casting Brass UNS-C84400 or QM Brass Deflector- Copper UNS-C19500 Bulb Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly- Nickel Alloy, coated on both sides with PTFE Tape Screw- Brass UNS-C36000 Pip Cap and Insert Assembly- Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers Belleville Spring-Exposed For ENT Coated Sprinklers. Belleville Spring- Exposed, Screw and Pip cap- ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast®Quick Response Horizontal Sidewall Sprinkler VK305 by first adding the appropriate suffix for the sprin- kler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass =A, Chrome = F, White Polyester= M-/W, Black Polyester= M-/B, and ENT=JN Temperature Suffix: 135 *F/57 °C =A, 155°F/68 °C = B, 175 °F/79 *C = D, 200 °F/93 °C = E, and 286 °F/ 141 °C = G For example, sprinkler 12997 with a Brass finish and a 155 °F/68 °C temperature rating = Part No 12997AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website) Sprinkler Wrenches: A. Standard Wrench Part No 21475M/B (available since 2017) B Wrench for recessed and/or wax coated sprinklers. Part No 13655W/B** (available since 2006) **A'/2'ratchet is required (not available from Viking). Form No F_060914 19 02.21 Rev 19 1 Replaces form F_060914 Rev 17 1 P65 (Removed F-1 Escutcheon.) Page 6 of 6 MICROFAST® QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER _N411QW*jVK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 2-314" 2-7116" (68 mm) —pol- (62 mm) ......w ,k f ...w. Wall Opening Size: Installed with a Standard 2-5/16" (58.7 mm)minimum 1/8"Surface-Mounted 2-1/2" (63.5 mm) maximum Escutcheon Figure 3: Sidewall Sprinkler Dimensions with a Standard Escutcheon Minimum Minimum 1-314" '........ (41 mm) � (45 mm) 7 2-118" . r, 2-118" =Mq (54 mm) 3 (54 mm) 2-114" 2-518" (57 mm) (67 mm) Maximum Maximum Wall Opening Size: Installed with the Installed with the 2-5116" (58.7 mm)minimum Micromatic Model E-1 Threaded Model E-2 2-112" (63.5 mm)maximum Recessed Escutcheon Recessed Escutcheon Figure 4: Sidewall Sprinkler VK305 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No F_060914 19 02.21 Rev 19 1 Replaces form F_060914 Rev 17 1 P65 (Removed F-1 Escutcheon.) Page 5 of 6 MICROFAST@ QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com E ...z/w.. ..-.iY4:. ........ .. .... .� ! :`i-•::E:..;v!-.....�". G3:yr ....... ifVr &. Base Part SIN Thread Size Nominal K-Factor Overall Length FM Approvals''" Number' NPT BSP U.S. metric' Inches mm (Refer also to Design Criteria below.) 12997 VK305 1/2" 15 mm 5.6 806 2-11/16 68 A1Y,B1X • a 12121 VK305 1/2" 15 mm 56 80.6 2-11/16 68 A1Y, B1X Approved Temperature Ratings Approved Escutcheons A-135 OF(57°C), 155 OF(68°C), 175 X - Installed with standard surface-mounted escutcheons or recessed F 79°C , 200 °F 93°C ,and 286 Approved Finishes ( ) ( ) with the Viking Micromatic" Model E-1, E-2, E-3, or G-1 Recessed OF(141 °C) 1 -Brass Escutcheon B- 135 OF (57°C), 155 OF (68°C), 175 Y-Installed with standard surface-mounted escutcheons OF(79°C), and 200 OF(93°C) Footnotes Base part number shown. For complete part number,refer to Viking's current price schedule. z Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0 'This table shows the FM Approvals available at the time of printing. Other approvals may be in process. °Viking vertical sidewall sprinklers may be installed pendent or upright. ..............._ .. .": iE '° k' Roz✓s. ... .....s.� .. .. ._�. �� ..... r ;.,:. '.,v..yy -,�...:; ,��....-� ,gym ; fie°.....:�E:� ;: _ FM Aooroval Requirements: Horizontal Sidewall Sprinkler VK305 is FM Approved as a quick response Non-Storage sidewall sprinkler as indicated in the FM Approval Guide For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to minimum water supply requirements, hydraulic design, ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE. The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB,APSAD,VdS or other similar organizations,and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Form No F_060914 19 02.21 Rev 19 1 Page 4 of 6 MICROFAST®QUICK . RESPONSE HORIZONTAL SIDEWALL SPRINKLER N11UNG4VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com ............... w: : r. Base Part Sprinkler Thread Size Nominal K-Factor Overall Length Listings and Approvals' Number' SIN Style (Refer also to Design Criteria on page 43x.) NPT BSP U.S. metriC2 Inches mm cULus^ LPCB 12997 VK305 HSW 1/2" 15 mm 5.6 806 2-11/16 68 A1W,B1X, C2W,D2Z 19782 VK305 HSW 1/2" 5.6 806 2-11/16 68 E3 12121 VK305 HSW 1/2" 15 mm 56 80 6 1-11/16 68 A1W, B1X, C2W, D2Z Approved Temperature Ratings A - 135 OF (57 °C), 155 OF (68 °C), 175 79 °C , 200 °F 93 'C), and 286 °F Approved Escutcheons F ( ) ( Approved Finishes W-Installed with standard surface-mounted escutcheons (141 °C) 1 - Brass, Chrome, White Poly-ester56, X- Installed with standard surface-mounted escutcheons or B - 135 OF (57 °C), 155 OF (68 °C), 175 OF and Black Polyester6,6 recessed with the Viking Micromatic' Model E-1, E-2, or (79°C),and 200 OF(93°C) 2-ENT' G-1 Recessed Escutcheon C - 155 OF (68 °C), 175 OF (79 °C), 200 OF (93°C), and 286°F(141 °C) 3-Chrome Z - Installed with standard surface-mounted escutcheons or D- 155 OF(68°C), 175 OF(79°C), and 200 recessed with the Viking Micromatic Model E-1 OF(93°C) E-155OF(68°C) Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. z Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0 'This table shows the listings and approvals available at the time of printing Other approvals may be in process. Listed by Underwriters Laboratories Inc.for use in the U S and Canada. cULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. 177 4..V cULus Listing Requirements: Quick Response Horizontal Sprinkler VK305 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • Locate with the deflector 4"to 12"(102 mm to 305 mm)below the ceiling. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. • Minimum spacing allowed is 6 ft. (1 8 m) • Align the top of the deflector parallel with the ceiling. • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, LPCB,APSAD,VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Form No F060914 19 02.21 Rev 19 1 Page 3 of 6 MICROFAST@ QUICK :RESPONSE HORIZONTAL SIDEWALL SPRINKLER _N1K1:N::C4jjEVK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 -F (93°C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings': White Polyester, Black Polyester, and ENT Footnotes The sprinkler temperature rating is stamped on the deflector z Based on NFPA-13 Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts These tests cannot and do not represent all possible corrosive environments. Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment.For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only For ENT coated sprinklers,the waterway is coated. Note that the spring is exposed on sprinklers with Polyester, and ENT coatings. Step 1: Carefully slide the wrench sideways around the deflector, ensuring en- gagement with the sprinkler wrench flats. -1111114b. t.. Sprinkler wrench 13655W/B"" must be used for installing wax coated sprinklers. _A 1/2" ratchet is required Step 2: Carefully press the wrench onto the (not available from Viking) sprinkler wrench flats. Figure 2: Wrench 13655W/B for Recessed Sprinklers Form No F_060914 19 02.21 Rev 19 1 Page 2 of 6 MICROFASTO QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler Cabinets: A. Six-head capacity Part No 01724A(available since 1971) B Twelve-head capacity, Part No 01725A(available since 197 1) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat-sensitive fusible link disengages, the pip cap and spring are released, and the waterway is opened. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is available through a network of domestic and interna- tional distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Wrench Flat Figure 1: Standard Sprinkler Wrench 21475M/B Form No F_060914 19 02.21 Rev 19 1 4 Page 1 of 6 MICROFASTO QUICK N4 I Vj RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired In addition, these coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in Approval Charts. M11EM-1w 2. LISTINGS AND APPROVALS ,(@- cLILus Listed- Category VNIV <.M> FM Approved: Class 2020 CCCF Approved Approved by the China Certification Center for Fire Products(CCCF) WARNING:Cancer and Reproductive Harm- Refer to Approval Charts and Design Criteria for listing and approval requirements that must www.P65Wamings.ca.gov be followed 3. TECHNICAL DATA Specifications: Minimum Operating Pressure 7 psi (0 5 bar) Rated to 175 psi (12 bar)water working pressure Factory tested hydrostatically to 500 psi (34 5 bar) Nominal K-Factor 5 6 U S (80 6 metric`) * Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0 Overall Length. 2-3/4" (68 mm) Material Standards: Frame Casting Brass UNS-C84400 or QM Brass Deflector Copper UNS-C19500 Bulb Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with PTFE Tape Screw Brass UNS-C36000 Pip Cap and InsertAssembly Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers. Belleville Spring-Exposed For ENT Coated Sprinklers. Belleville Spring - Exposed, Screw and Pip cap- ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast®Quick Response Horizontal Sidewall Sprinkler VK305 by first adding the appropriate suffix for the sprin- kler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass =A, Chrome = F, White Polyester= M-/W, Black Polyester= M-/B, and ENT=JN Temperature Suffix: 135 *F/57 °C =A, 155 °F/68 °C = B, 175 °F/79 °C = D, 200 °F/93 °C = E, and 286 °F/ 141 °C = G For example, sprinkler 12997 with a Brass finish and a 155 °F/68 °C temperature rating = Part No 12997AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website) Sprinkler Wrenches: A. Standard Wrench Part No 21475M/B (available since 2017) B Wrench for recessed and/or wax coated sprinklers. Part No 13655W/B** (available since 2006) **A Y2"ratchet is required(not available from Viking) Form No F_060914 19 02.21 Rev 19 1 Replaces form F_060914 Rev 17 1 P65 (Removed F-1 Escutcheon.) Page 6 of 6 MICROFAST®QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER W*j VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 2-314" �— (68 mm) 2-7116" (62 mm) a. Wall Opening Size: Installed with a Standard 2-5116" (58.7 mm)minimum 118" Surface-Mounted 2-1/2" (63.5 mm) maximum Escutcheon Figure 3: Sidewall Sprinkler Dimensions with a Standard Escutcheon Minimum Minimum 1-518" u x 1-3/4" (41 mm) * (45 mm) ',. 2-1/8" ..: 2-1/8" (54 mm) (54 mm) 2-1/4" 2-5/8" (57 mm) (67 mm) Maximum Maximum Wall Opening Size: Installed with the Installed with the 2-5/16" (58.7 mm) minimum Micromatic Model E-1 Threaded Model E-2 2-1/2" (63.5 mm) maximum Recessed Escutcheon Recessed Escutcheon Figure 4: Sidewall Sprinkler VK305 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No F_060914 19 02.21 Rev 19 1 Replaces form F_060914 Rev 17 1 P65 (Removed F-1 Escutcheon ) Page 5of6 MICROFAST@ QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER -N41KJW*jVK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com NMI-ON N W,W,Y RINI': 'i ' Base Part SIN Thread Size Nominal K-Factor Overall Length FM Approvals''4 Number' NPT BSP U.S. metric' Inches mm (Refer also to Design Criteria below.) 12997 VK305 1/2" 15 mm 56 806 2-11/16 68 A1Y,B1X s ., 8 i 12121 VK305 1/2" 15 mm 56 806 2-11/16 1 68 A1Y,81X Approved Temperature Ratings Approved Escutcheons A-135 OF(57°C), 155 OF(68°C), 175 X - Installed with standard surface-mounted escutcheons or recessed 79C , 200F 93C ,and 286 F ° ° ° Approved Finishes ( ) ( ) with the Viking Micromaticv Model E-1, E-2, E-3, or G-1 Recessed OF(141 °C) 1 -Brass Escutcheon B- 135 OF(57°C), 155 OF(68 °C), 175 Y-Installed with standard surface-mounted escutcheons OF(79°C), and 200 OF(93°C) Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0. 3 This table shows the FM Approvals available at the time of printing. Other approvals may be in process. 4 Viking vertical sidewall sprinklers may be installed pendent or upright. 4a>!a „>., " �•�:K ..�. �r.:.. �� V ... :. ...... .. '8.An3 ........ tier.:: < FM Approval Reauirements: Horizontal Sidewall Sprinkler VK305 is FM Approved as a quick response Non-Storage sidewall sprinkler as indicated in the FM Approval Guide For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0) FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB,APSAD,VdS or other similar organizations,and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Form No F060914 19 02.21 Rev 19 1 Page 4 of 6 MICROFAST®QUICK . a RESPONSE HORIZONTAL I KJ W*j SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com ......... .. Base Part Sprinkler Thread Size Nominal K-Factor Overall Length Listings and Approvals3 NumberSIN Style (Refer also to Design Criteria on page 43x.) NPT BSP U.S. metric' Inches mm cULus° LPCB 12997 VK305 HSW 1/2" 15 mm 5.6 806 2-11/16 68 A1W, B1X, C2W,D2Z 19782 1 VK305 HSW 1/2" -- 5.6 806 2-11/16 68 E3 12121 VK305 HSW 1/2" 15 mm 56 806 1-11/16 68 A1W, B1X, C2W,D2Z Approved Temperature Ratings A - 135 OF (57 °C), 155 OF (68 °C), 175 OF (79 °C), 200 OF (93 °C), and 286 OF Approved Escutcheons Approved Finishes W-Installed with standard surface-mounted escutcheons (141 °C) 1 - Brass, Chrome, White Poly-esters 6, X- Installed with standard surface-mounted escutcheons or B - 135 OF (57 °C), 155 OF (68 °C), 175 OF and Black PolyesterS6 recessed with the Viking Micromatic' Model E-1, E-2, or (79°C), and 200 OF(93°C) 2-ENT' G-1 Recessed Escutcheon C - 155 OF (68 °C), 175 OF (79 °C), 200 OF Z- (93°C),and 286°F(141 °C) 3-Chrome Installed with standard surface-mounted escutcheons or D- 155 OF(68°C), 175 OF(79°C), and 200 recessed with the Viking Micromatic Model E-1 OF(93°C) E- 155 OF(68°C) Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0 'This table shows the listings and approvals available at the time of printing Other approvals may be in process. ^Listed by Underwriters Laboratories Inc.for use in the U S and Canada. ScULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. . MW ^� •:kc ............... cULus Listing Reouirements: Quick Response Horizontal Sprinkler VK305 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers • Designed for use in Light and Ordinary Hazard occupancies. • Locate with the deflector 4"to 12"(102 mm to 305 mm)below the ceiling. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. • Minimum spacing allowed is 6 ft. (1 8 m) • Align the top of the deflector parallel with the ceiling • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers The distance shall be measured perpendicular to the wall • The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. IMPORTANT:Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, LPCB,APSAD,VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Form No F_060914 19 02.21 Rev 19 1 Page 3 of 6 MICROFAST@ QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 -F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings':White Polyester, Black Polyester, and ENT Footnotes The sprinkler temperature rating is stamped on the deflector 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts.These tests cannot and do not represent all possible corrosive environments Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only For ENT coated sprinklers,the waterway is coated Note that the spring is exposed on sprinklers with Polyester,and ENT coatings. Step 1: Carefully slide the wrench sideways around the deflector, ensuring en- gagement with the sprinkler wrench flats. Ar Sprinkler wrench 13655W/B** must be used for installing wax coated sprinklers. **A 1/2" ratchet is required Step 2: Carefully press the wrench onto the (not available from Viking) sprinkler wrench flats. Figure 2: Wrench 13655W/B for Recessed Sprinklers Form No F_060914 19 02.21 Rev 19 1 Page 2 of 6 MICROFAST@ QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler Cabinets: A. Six-head capacity, Part No 01724A(available since 1971) B Twelve-head capacity, Part No 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions,the heat-sensitive fusible link disengages, the pip cap and spring are released, and the waterway is opened. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements 7. AVAILABILITY Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is available through a network of domestic and interna- tional distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly Wrench Flat Figure 1: Standard Sprinkler Wrench 21475M/B Form No F_060914 19 02.21 Rev 19 1 Page 1 of 6 MICROFASTO QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in Approval Charts. 2. LISTINGS AND APPROVALS c& cULus Listed: Category VNIV FM FM Approved: Class 2020 CCCF Approved Approved by the China Certification Center for Fire Products(CCCF) WARNING cancer and Reproductive Farm- i Refer to Approval Charts and Design Criteria for listing and approval requirements that must vnvw.Psswamings.ca.gov be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure 7 psi (0 5 bar) Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34 5 bar) Nominal K-Factor 5 6 U S (80 6 metric') Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0 Overall Length. 2-3/4" (68 mm) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector Copper UNS-C19500 Bulb Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with PTFE Tape Screw- Brass UNS-C36000 Pip Cap and Insert Assembly- Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers. Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring - Exposed, Screw and Pip cap- ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast®Quick Response Horizontal Sidewall Sprinkler VK305 by first adding the appropriate suffix for the sprin- kler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass =A, Chrome = F, White Polyester= M-/W, Black Polyester= M-/B, and ENT= JN Temperature Suffix: 135 °F/57 °C =A, 155 °F/68 °C = B, 175 °F/79 °C = D, 200 °F/93 °C = E, and 286 °F/ 141 °C = G For example, sprinkler 12997 with a Brass finish and a 155 °F/68 °C temperature rating = Part No 12997AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website) Sprinkler Wrenches: A. Standard Wrench Part No 21475M/B (available since 2017) B Wrench for recessed and/or wax coated sprinklers Part No 13655W/B"" (available since 2006) "A'/2"ratchet is required(not available from Viking) Form No F_060914 19 02.21 Rev 19 1 Replaces form F_060914 Rev 17 1 P65 (Removed F-1 Escutcheon.) Final Calculations - Hazen-Williams STAT FIRE SPRINKLER INC Page 6 021914-SANNINO VINEYARD Date 06-10-19 Hyd Qa Dia Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv '*"" Notes Point Qt Pf/Ft Eqv Ln Total Pf Pn -39.26 13 661 K Factor=-10 62 F1 1950 1 38 00 10 000 12.125 K Factor= 5 60 to 1200 00 00 00 F2 195 00327 00 10 000 0 327 Vel = 4 18 F2 1976 1 38 T 60 4 140 12.452 K Factor= 5 60 to 1200 00 6000 00 5 39.26 0 1192 00 10 140 1 209 Vel = 8 42 00 39.26 13 661 K Factor= 10 62 F10 21 49 1 38 00 10 000 14 720 K Factor= 5 60 to 1200 00 00 00 F11 21 49 00390 00 10 000 0 390 Vel = 4 61 F11 21 76 1 38 T 60 4 090 15 110 K Factor= 5 60 to 1200 00 6000 00 6 43.25 0 1426 00 10 090 1 439 Vel = 9.28 6 00 2 157 00 10 000 16 549 to 1200 00 00 00 7 43.25 00162 00 10 000 0 162 Vel = 3 80 7 4347 2 157 2T 24 613 14 480 16 711 to 1200 00 24613 00 2 8672 00587 00 39 093 2.293 Vel = 7 61 00 8672 19 004 K Factor= 19 89 F8 21 59 1 38 00 10 000 14 865 K Factor= 5 60 to 1200 00 00 00 F9 21 59 00394 00 10 000 0 394 Vel = 4 63 F9 21 88 1 38 T 60 4 090 15.259 K Factor= 5 60 to 1200 00 6 000 00 7 4347 0 1439 00 10 090 1 452 Vel = 9 32 00 4347 16 711 K Factor= 10 63 Computer Programs by Hydratec Inc Revision. 50 52.1 Final Calculations - Hazen-Williams - 2007 STAT FIRE SPRINKLER INC Page 5 021914-SANNINO VINEYARD Date 06-10-19 Hyd Qa Dia Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv """"' Notes Point Qt Pf/Ft Eqv Ln Total Pf Pn F3 1960 1 38 00 10 000 12.246 K Factor=5 60 to 1200 00 00 00 F4 196 00330 00 10 000 0 330 Vel = 4.20 F4 1986 1 38 T 60 4 140 12.576 K Factor= 5 60 to 1200 00 6000 00 1 3946 0 1203 00 10 140 1.220 Vel = 8 46 1 39.26 2 157 E 6 153 9 130 13 796 to 1200 00 6153 00 F5 7872 00490 00 15 283 0 749 Vel = 6 91 F5 21 36 2 157 00 12.000 14 545 K Factor= 5 60 to 1200 00 00 00 F6 10008 00765 00 12 000 0 918 Vel = 8 79 F6 22.02 2 157 00 12.000 15 463 K Factor=5 60 to 1200 00 00 00 F7 122.1 0 1104 00 12.000 1 325 Vel = 10 72 F7 22.94 2 157 T 12.307 2.280 16 788 K Factor= 5 60 to 1200 00 12 307 00 2 14504 0 1519 00 14 587 2.216 Vel = 12.73 2 8672 2 635 E 8.237 14 000 19 004 to 1200 00 8.237 -6063 3 231 76 0 1364 00 22.237 3 033 Vel = 13 64 3 00 2 635 2E 16 474 52.000 15 974 to 1200 00 16 474 00 4 231 76 0 1364 00 68 474 9 339 Vel = 13 64 4 00 3.26 00 26 500 25 313 to 1200 00 00 11 477 TOR 231 76 00484 00 26 500 1 282 Vel = 8 91 TOR 00 4.26 E 13 167 7 500 38 072 to 1200 A 22.384 51 351 3.248 BOR 231 76 00132 B 158 58 851 0 774 Vel = 5.22 BOR 00 41 00 4 000 42.094 to 1400 00 00 1 732 UG 231 76 00120 00 4 000 0 048 Vel = 5 63 UG 00 41 00 200 000 43 874 to 1400 00 00 00 BO 231 76 00119 00 200 000 2.381 Vel = 5 63 BO 00 4 1 Zif 00 3 500 46 255 to 1400 00 00 10 000 * Fixed Loss = 10 BI 231 76 00120 00 3 500 0 042 Vel = 5 63 BI 00 4 1 E 14 534 50 000 56 297 to 1400 T 29 067 46 508 00 TEST 231 76 00119 G 2 907 96 508 1 149 Vel = 5 63 25000 Qa = 250 00 481 76 57 446 K Factor= 63 56 1 -39.26 2 157 00 10 000 13 796 to 1200 00 00 00 5 -3926 -00135 00 10 000 -0 135 Vel = 3 45 00 Computer Programs by Hydratec Inc. Revision 50 52.1 Pressure / Flow Summary - STANDARD STAT FIRE SPRINKLER INC Page 4 021914-SANNINO VINEYARD Date 06-10-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. F3 21 0 56 12.25 na 196 015 130 70 F4 21 0 56 12.58 na 1986 0 15 130 70 1 21 0 138 na F5 21 0 56 1455 na 21 36 015 130 70 F6 21 0 56 1546 na 22.02 015 130 70 F7 21 0 5.6 1679 na 22.95 0 15 130 70 2 21 0 190 na 3 350 1597 na 4 350 2531 na TOR 8.5 3807 na BOR 10 42.09 na UG -30 4387 na BO -30 46.26 na BI -3.0 563 na TEST -30 5745 na 2500 5 21 0 1366 na F1 210 5.6 12.13 na 195 015 130 70 F2 21 0 56 12.45 na 1976 0 15 130 70 F10 21 0 56 1472 na 21 49 015 130 70 F11 21 0 56 1511 na 21 77 015 130 70 6 21 0 1655 na 7 21 0 1671 na F8 21 0 5.6 1486 na 21 59 0 15 130 70 F9 21 0 56 15.26 na 21 88 0 15 130 70 The maximum velocity is 13 64 and it occurs in the pipe between nodes 2 and 3 Computer Programs by Hydratec Inc. Revision 50 52.1 Fittings Used Summary STAT FIRE SPRINKLER INC Page 3 021914-SANNINO VINEYARD Date 06-10-19 Fitting Legend Abbrev Name % 3/. 1 1'/. 11/2 2 2% 3 3/ 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel E1&E3 7 7 21 5 17 27 29 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zif Wilkins 375A Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note:Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with* The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted In the calculation for CFactors of other than 120 and diameters other than Schad 40 per NFPA Computer Programs by Hydratec Inc. Revision 50.52.1 Water Supply Curve C STAT FIRE SPRINKLER INC Page 2 021914-SANNINO VINEYARD Date 06-10-19 City Water Supply Demand. C1 -Static Pressure 66 D1 -Elevation 10 394 C2-Residual Pressure 48 D2-System Flow 231 761 C2-Residual Flow 2756 D2-System Pressure 57 446 Hose(Demand) 250 D3-System Demand 481 761 Safety Margin 7 839 150 140 130 P 120 R 110 E 100 S 90 S 80 u 70 R 60 C2 E 50 3 40 30 20 10 D1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW(N^185) Computer Programs by Hydratec Inc. Revision. 50 52.1 STAT FIRE SPRINKLER INC Page 1 021914-SANNINO VINEYARD Date 06-10-19 HYDRAULIC CALCULATIONS for Projectname: SANNINO VINEYARD Location: 15975 COUNTY ROUTE 48, CUTCHOGUE, NY 11935 Drawing no: SP-10000 Date: 06-10-19 Design Remote area number. 1 Remote area location: 1ST FLOOR-WINE EDUCATION AREA Occupancy classification: ORDINARY HAZARD#1 Density: 15 -Gpm/SgFt Area of application: 1025- SgFt Coverage per sprinkler. 130 -SgFt Type of sprinklers calculated. 1/2", 5 6 K-FACTOR No. of sprinklers calculated: 11 In-rack demand. N/A- GPM Hose streams: 250 -GPM Total water required(including hose streams): 481 76 -GPM @ 42.09 - Psi Type of system: WET Volume of dry or preaction system: N/A- Gal Water supply information Date: Location: Source: Name of contractor. STAT FIRE SPRINKLER INC Address: 889 S 2ND STREET/RONKONKOMA NY, 11779 Phone number. (631) 981-8000 Name of designer. FM Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision 50 52.1 _ . _ Fire Protection by Computer Design STAT FIRE SPRINKLER INC 889 S 2ND STREET RONKONKOMA NY, 11779 (631) 981-8000 Job Name 021914-SANNINO VINEYARD Building SP-100 00 Location 15975 COUNTY ROUTE 48, CUTCHOGUE, NY 11935 System 1 Contract Data File 021914-SANNINO VINEYARD-SP PLANS-(CURRENT)Area 1 WXF Computer Programs by Hydratec Inc. Revision 50 52.1 Final Calculations - Hazen-Williams STAT FIRE SPRINKLER INC Page 6 021914-SANNINO VINEYARD Date 06-10-19 Hyd Qa Dia Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv " ""*" Notes Point Qt Pf/Ft Eqv Ln Total Pf Pn -39.26 13 661 K Factor=-10 62 F1 1950 1 38 00 10 000 12.125 K Factor= 5 60 to 1200 00 00 00 F2 195 00327 00 10 000 0 327 Vel = 4 18 F2 1976 1 38 T 60 4 140 12.452 K Factor= 5 60 to 1200 00 6000 00 5 39.26 0 1192 00 10 140 1.209 Vel = 8 42 00 39.26 13 661 K Factor= 10 62 F10 21 49 1 38 00 10 000 14 720 K Factor= 5 60 to 1200 00 00 00 F11 21 49 00390 00 10 000 0 390 Vel = 4 61 F11 21 76 1 38 T 60 4 090 15 110 K Factor= 5 60 to 1200 00 6000 00 6 43.25 0 1426 00 10 090 1 439 Vel = 9.28 6 00 2 157 00 10 000 16 549 to 1200 00 00 00 7 43.25 00162 00 10 000 0 162 Vel = 3 80 7 4347 2 157 2T 24 613 14 480 16 711 to 1200 00 24613 00 2 8672 00587 00 39 093 2.293 Vel = 7 61 00 8672 19 004 K Factor= 19 89 F8 21 59 1 38 00 10 000 14 865 K Factor= 5 60 to 1200 00 00 00 F9 21 59 00394 00 10 000 0 394 Vel = 4 63 F9 21 88 1 38 T 60 4 090 15 259 K Factor= 5 60 to 1200 00 6000 00 7 4347 0 1439 0 0 10 090 1 452 Vel = 9 32 00 4347 16 711 K Factor= 10 63 Computer Programs by Hydratec Inc. Revision 50 52.1 Final Calculations - Hazen-Williams - 2007 STAT FIRE SPRINKLER INC Page 5 021914-SANNINO VINEYARD Date 06-10-19 Hyd Qa Dia. Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv "" Notes Point Qt Pf/Ft Eqv Ln Total Pf Pn F3 1960 1 38 00 10 000 12.246 K Factor= 5 60 to 1200 00 00 00 F4 196 00330 00 10 000 0 330 Vel = 4.20 F4 1986 1 38 T 60 4 140 12.576 K Factor=5 60 to 1200 00 6000 00 1 3946 0 1203 00 10 140 1.220 Vel = 8 46 1 39.26 2 157 E 6 153 9 130 13 796 to 1200 00 6153 00 F5 7872 00490 00 15.283 0 749 Vel = 6 91 F5 21 36 2.157 00 12.000 14 545 K Factor= 5 60 to 1200 00 00 00 F6 10008 00765 00 12 000 0 918 Vel = 8 79 F6 22.02 2 157 00 12.000 15 463 K Factor= 5 60 to 1200 00 00 00 F7 122.1 0 1104 00 12.000 1 325 Vel = 10 72 F7 2294 2 157 T 12.307 2.280 16 788 K Factor= 5 60 to 1200 00 12307 00 2 14504 0 1519 00 14 587 2.216 Vel = 12 73 2 8672 2 635 E 8.237 14 000 19 004 to 1200 00 8.237 -6063 3 231 76 0 1364 00 22.237 3 033 Vel = 13 64 3 00 2 635 2E 16 474 52.000 15 974 to 1200 00 16 474 00 4 231 76 0 1364 00 68 474 9 339 Vel = 13 64 4 00 326 00 26500 25313 to 1200 00 00 11 477 TOR 231 76 00484 00 26 500 1 282 Vel = 8 91 TOR 00 4.26 E 13 167 7 500 38 072 to 1200 A 22 384 51 351 3 248 BOR 231 76 00132 B 158 58 851 0 774 Vel = 5.22 BOR 00 41 00 4 000 42.094 to 1400 00 00 1 732 UG 231 76 00120 00 4 000 0 048 Vel = 5 63 UG 00 4 1 00 200 000 43 874 to 1400 00 00 00 BO 231 76 00119 00 200 000 2.381 Vel = 5 63 BO 00 41 Zif 00 3 500 46 255 to 1400 00 00 10 000 " Fixed Loss = 10 BI 231 76 00120 00 3 500 0 042 Vel = 5 63 BI 00 41 E 14 534 50 000 56 297 to 1400 T 29 067 46 508 00 TEST 231 76 00119 G 2 907 96 508 1 149 Vel = 5 63 25000 Qa = 250 00 481 76 57 446 K Factor= 63 56 1 -39.26 2 157 00 10 000 13 796 to 1200 00 00 00 5 -39.26 -00135 00 10 000 -0 135 Vel = 3 45 00 Computer Programs by Hydratec Inc. Revision. 50 52 1 Pressure / Flow Summary - STANDARD STAT FIRE SPRINKLER INC Page 4 021914-SANNINO VINEYARD Date 06-10-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. F3 21 0 56 12.25 na 196 0 15 130 70 F4 21 0 56 12.58 na 1986 0 15 130 70 1 21 0 13.8 na F5 21 0 56 1455 na 21 36 0 15 130 70 F6 21 0 56 1546 na 22.02 015 130 70 F7 21 0 56 1679 na 22.95 015 130 70 2 21 0 190 na 3 350 1597 na 4 35.0 2531 na TOR 8.5 3807 na BOR 10 42.09 na UG -30 4387 na BO -30 46.26 na BI -30 563 na TEST -3.0 5745 na 2500 5 21 0 1366 na F1 210 56 12.13 na 195 015 130 70 F2 21 0 56 12.45 na 1976 015 130 70 F10 21 0 56 1472 na 21 49 015 130 70 F11 21 0 56 15 11 na 21 77 015 130 70 6 21 0 1655 na 7 21 0 1671 na F8 21 0 56 1486 na 21 59 0 15 130 70 F9 21 0 56 15.26 na 21 88 0 15 130 70 The maximum velocity is 13 64 and it occurs in the pipe between nodes 2 and 3 Computer Programs by Hydratec Inc. Revision 50 52.1 Fittings Used Summary STAT FIRE SPRINKLER INC Page 3 021914-SANNINO VINEYARD Date 06-10-19 Fitting Legend Abbrev Name % % 1 11/1 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel E1&E3 77 21 5 17 27 29 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zif Wilkins 375A Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with* The fittings marked with a.show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment All values for fittings not marked with a`will be adjusted In the calculation for CFactors of other than 120 and diameters other than Schad 40 per NFPA. Computer Programs by Hydratec Inc. Revision 50 52 1 Water Supply Curve C STAT FIRE SPRINKLER INC Page 2 021914-SANNINO VINEYARD Date 06-10-19 City Water Supply Demand: C1 -Static Pressure 66 D1 -Elevation 10 394 C2-Residual Pressure. 48 D2-System Flow 231 761 C2-Residual Flow 2756 D2-System Pressure 57 446 Hose(Demand) 250 D3-System Demand 481 761 Safety Margin 7 839 150 140 130 P 120 R 110 E 100 S 90 S 80 u 70 R 60 C2 E 50 3 40 30 20 10 D1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW N^185) Computer Programs by Hydratec Inc Revision. 50 52.1 STAT FIRE SPRINKLER INC Page 1 021914-SANNINO VINEYARD Date 06-10-19 HYDRAULIC CALCULATIONS for Project name: SANNINO VINEYARD Location: 15975 COUNTY ROUTE 48, CUTCHOGUE, NY 11935 Drawing no: SP-10000 Date: 06-10-19 Design Remote area number. 1 Remote area location: 1ST FLOOR-WINE EDUCATION AREA Occupancy classification: ORDINARY HAZARD#1 Density: 15- Gpm/SgFt Area of application: 1025- SgFt Coverage per sprinkler: 130- SgFt Type of sprinklers calculated: 1/2", 5 6 K-FACTOR No. of sprinklers calculated: 11 In-rack demand: N/A-GPM Hose streams: 250- GPM Total water required(including hose streams): 481 76 - GPM @ 42 09- Psi Type of system: WET Volume of dry or preaction system: N/A- Gal Water supply information Date: Location: Source: Name of contractor. STAT FIRE SPRINKLER INC Address: 889 S 2ND STREET/RONKONKOMA NY, 11779 Phone number. (631) 981-8000 Name of designer. FM Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision. 50 52.1 _ _ _ Fire Protection by Computer Design STAT FIRE SPRINKLER INC 889 S 2ND STREET RONKONKOMA NY, 11779 (631) 981-8000 Job Name 021914-SANNINO VINEYARD Building SP-100 00 Location 15975 COUNTY ROUTE 48, CUTCHOGUE, NY 11935 System 1 Contract Data File 021914-SANNINO VINEYARD-SP PLANS-(CURRENT)Area 1 WXF Computer Programs by Hydratec Inc Revision 50 52 1 Final Calculations - Hazen-Williams STAT FIRE SPRINKLER INC Page 6 021914-SANNINO VINEYARD Date 06-10-19 Hyd Qa Dia Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv '"* '°* Notes Point Qt Pf/Ft Eqv Ln Total Pf Pn -39.26 13 661 K Factor=-10 62 F1 1950 1 38 00 10 000 12.125 K Factor= 5 60 to 1200 00 00 00 F2 195 00327 00 10 000 0 327 Vel = 4 18 F2 1976 1 38 T 60 4 140 12.452 K Factor= 5 60 to 1200 00 6000 00 5 39.26 0 1192 00 10 140 1.209 Vel = 8 42 00 39.26 13 661 K Factor= 10 62 F10 21 49 1 38 00 10 000 14 720 K Factor= 5 60 to 1200 00 00 00 F11 2149 00390 00 10 000 0 390 Vel = 4 61 F11 21 76 1 38 T 60 4 090 15 110 K Factor= 5 60 to 1200 00 6 000 00 6 43.25 0 1426 00 10 090 1 439 Vel = 9.28 6 00 2 157 00 10 000 16 549 to 1200 00 00 00 7 43.25 00162 00 10 000 0 162 Vel = 3 80 7 4347 2 157 2T 24 613 14 480 16 711 to 1200 00 24613 00 2 8672 00587 00 39 093 2.293 Vel = 7 61 00 8672 19 004 K Factor= 19 89 F8 21 59 1 38 00 10 000 14 865 K Factor= 5 60 to 1200 00 00 00 F9 21 59 00394 00 10 000 0 394 Vel = 4 63 F9 21 88 1 38 T 60 4 090 15 259 K Factor= 5 60 to 1200 00 6 000 00 7 4347 0 1439 00 10 090 1 452 Vel = 9 32 00 4347 16 711 K Factor= 10 63 Computer Programs by Hydratec Inc. Revision 50 52.1 Final Calculations - Hazen-Williams - 2007 STAT FIRE SPRINKLER INC Page 5 021914-SANNINO VINEYARD Date 06-10-19 Hyd Qa Dia Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv *' *"*' Notes Point Qt Pf/Ft Eqv Ln Total Pf Pn F3 1960 1 38 00 10 000 12.246 K Factor= 5 60 to 1200 00 00 00 F4 196 00330 00 10 000 0 330 Vel = 4.20 F4 1986 1 38 T 60 4 140 12.576 K Factor= 5 60 to 1200 00 6000 00 1 3946 0 1203 00 10 140 1 220 Vel = 8 46 1 39.26 2 157 E 6 153 9 130 13 796 to 1200 00 6153 00 F5 7872 00490 00 15.283 0 749 Vel = 6 91 F5 21 36 2 157 00 12.000 14 545 K Factor= 5 60 to 1200 00 00 00 F6 10008 00765 00 12.000 0 918 Vel = 8 79 F6 22.02 2 157 00 12 000 15 463 K Factor= 5 60 to 1200 00 00 00 F7 122.1 0 1104 00 12 000 1 325 Vel = 10 72 F7 22.94 2 157 T 12.307 2.280 16 788 K Factor= 5 60 to 1200 00 12.307 00 2 14504 0 1519 00 14 587 2.216 Vel = 12.73 2 8672 2 635 E 8.237 14 000 19 004 to 1200 00 8.237 -6063 3 231 76 0 1364 00 22.237 3 033 Vel = 13 64 3 00 2 635 2E 16 474 52.000 15 974 to 1200 00 16 474 00 4 231 76 0 1364 00 68 474 9 339 Vel = 13 64 4 00 3.26 00 26 500 25 313 to 1200 00 00 11 477 TOR 231 76 00484 00 26 500 1 282 Vel = 8 91 TOR 00 4.26 E 13 167 7 500 38 072 to 1200 A 22 384 51 351 3 248 BOR 231 76 00132 B 158 58 851 0 774 Vel = 5.22 BOR 00 41 00 4 000 42.094 to 1400 00 00 1 732 UG 231 76 00120 00 4 000 0 048 Vel = 5 63 UG 00 41 00 200 000 43 874 to 1400 00 00 00 BO 231 76 00119 00 200 000 2.381 Vel = 5 63 BO 00 4 1 Zif 00 3 500 46.255 to 1400 00 00 10 000 Fixed Loss = 10 BI 231 76 00120 00 3 500 0 042 Vel = 5 63 BI 00 4 1 E 14 534 50 000 56 297 to 1400 T 29 067 46 508 00 TEST 231 76 00119 G 2 907 96 508 1 149 Vel = 5 63 25000 Qa = 250 00 481 76 57 446 K Factor= 63 56 1 -39.26 2 157 00 10 000 13 796 to 1200 00 00 00 5 -39.26 -00135 00 10 000 -0 135 Vel = 3 45 00 Computer Programs by Hydratec Inc. Revision 50 52.1 Pressure / Flow Summary - STANDARD STAT FIRE SPRINKLER INC Page 4 021914-SANNINO VINEYARD Date 06-10-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. F3 21 0 56 12.25 na 196 015 130 70 F4 21 0 56 12.58 na 1986 0 15 130 70 1 21 0 138 na F5 21 0 56 1455 na 21 36 0 15 130 70 F6 21 0 56 1546 na 22.02 015 130 70 F7 21 0 56 1679 na 22.95 0 15 130 70 2 21 0 190 na 3 350 1597 na 4 350 2531 na TOR 8.5 38.07 na BOR 10 42.09 na UG -30 4387 na BO -30 46.26 na BI -30 563 na TEST -30 5745 na 2500 5 21 0 1366 na F1 210 56 12.13 na 195 015 130 70 F2 21 0 56 12.45 na 1976 015 130 70 F10 21 0 56 1472 na 21 49 0 15 130 70 F11 21 0 5.6 1511 na 21 77 015 130 70 6 21 0 1655 na 7 21 0 1671 na F8 21 0 56 1486 na 21 59 015 130 70 F9 21 0 5.6 15.26 na 21 88 0 15 130 70 The maximum velocity is 13 64 and it occurs in the pipe between nodes 2 and 3 Computer Programs by Hydratec Inc. Revision 50 52.1 Fittings Used Summary STAT FIRE SPRINKLER INC Page 3 021914-SANNINO VINEYARD Date 06-10-19 Fitting Legend Abbrev Name % 3/1 1 1/ 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel E1&E3 7 7 21.5 17 27 29 B NFPA 13 Butterny Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zif Wilkins 375A Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with* The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA Computer Programs by Hydratec Inc. Revision. 50 52 1 Water Supply Curve C STAT FIRE SPRINKLER INC Page 2 021914-SANNINO VINEYARD Date 06-10-19 City Water Supply Demand: C1 -Static Pressure 66 D1 -Elevation 10 394 C2-Residual Pressure: 48 D2-System Flow 231 761 C2-Residual Flow 2756 D2-System Pressure 57 446 Hose(Demand) 250 D3-System Demand 481 761 Safety Margin 7 839 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 Gi R 60 E 50 C2 3 40 30 20 10 D1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW(N^185) Computer Programs by Hydratec Inc. Revision 50 52.1 STAT FIRE SPRINKLER INC Page 1 021914-SANNINO VINEYARD Date 06-10-19 HYDRAULIC CALCULATIONS for Projectname: SANNINO VINEYARD Location: 15975 COUNTY ROUTE 48, CUTCHOGUE, NY 11935 Drawing no: SP-10000 Date: 06-10-19 Design Remote area number. 1 Remote area location: 1ST FLOOR-WINE EDUCATION AREA Occupancy classification: ORDINARY HAZARD#1 Density: 15-Gpm/SgFt Area of application: 1025 -SgFt Coverage per sprinkler. 130- SgFt Type of sprinklers calculated. 1/2", 5 6 K-FACTOR No. of sprinklers calculated. 11 In-rack demand. N/A- GPM Hose streams: 250 - GPM Total water required(including hose streams): 481 76-GPM @ 42 09- Psi Type of system: WET Volume of dry or preaction system: N/A- Gal Water supply information Date: Location: Source: Name of contractor. STAT FIRE SPRINKLER INC Address: 889 S 2ND STREET/RONKONKOMA NY, 11779 Phone number. (631) 981-8000 Name of designer. FM Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision 50 52.1 . _ _ Fire Protection by Computer Design STAT FIRE SPRINKLER INC 889 S 2ND STREET RONKONKOMA NY, 11779 (631) 981-8000 Job Name 021914-SANNINO VINEYARD Building SP-100 00 Location 15975 COUNTY ROUTE 48, CUTCHOGUE, NY 11935 System 1 Contract Data File 021914-SANNINO VINEYARD-SP PLANS-(CURRENT)Area 1 WXF Computer Programs by Hydratec Inc. Revision 50 52.1 Final Calculations - Hazen-Williams STAT FIRE SPRINKLER INC Page 6 021914-SANNINO VINEYARD Date 06-10-19 Hyd Qa Dia Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv *'"*' Notes "* " Point Qt Pf/Ft Eqv Ln Total Pf Pn -39.26 13 661 K Factor=-10 62 F1 1950 1 38 00 10 000 12.125 K Factor= 5 60 to 1200 00 00 00 F2 195 00327 00 10 000 0 327 Vel = 4 18 F2 1976 1 38 T 60 4 140 12.452 K Factor= 5 60 to 1200 00 6000 00 5 39.26 0 1192 00 10 140 1 209 Vel = 8 42 00 39.26 13 661 K Factor= 10 62 F10 21 49 1 38 00 10 000 14 720 K Factor= 5 60 to 1200 00 00 00 F11 21 49 00390 00 10 000 0 390 Vel = 4 61 F11 21 76 1 38 T 60 4 090 15 110 K Factor= 5 60 to 1200 00 6000 00 6 43.25 0 1426 00 10 090 1 439 Vel = 9.28 6 00 2 157 00 10 000 16 549 to 1200 00 00 00 7 43.25 00162 00 10 000 0 162 Vel = 3 80 7 4347 2 157 2T 24 613 14 480 16 711 to 1200 00 24613 00 2 8672 00587 00 39 093 2.293 Vel= 7 61 00 8672 19 004 K Factor= 19 89 F8 21 59 1 38 00 10 000 14 865 K Factor= 5 60 to 1200 00 00 00 F9 21 59 00394 00 10 000 0 394 Vel = 4 63 F9 21 88 1 38 T 60 4 090 15.259 K Factor= 5 60 to 1200 00 6000 00 7 4347 0 1439 00 10 090 1 452 Vel = 9 32 00 4347 16 711 K Factor= 10 63 Computer Programs by Hydratec Inc. Revision 50 52 1 Final Calculations - Hazen-Williams - 2007 STAT FIRE SPRINKLER INC Page 5 021914-SANNINO VINEYARD Date 06-10-19 Hyd Qa Dia Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv "*'"`* Notes Point Qt Pf/Ft Eqv Ln Total Pf Pn F3 1960 1 38 00 10 000 12.246 K Factor= 5 60 to 1200 00 00 00 F4 196 00330 00 10 000 0 330 Vel = 4.20 F4 1986 1 38 T 60 4 140 12.576 K Factor= 5 60 to 1200 00 6000 00 1 3946 0 1203 00 10 140 1 220 Vel = 8 46 1 39.26 2.157 E 6 153 9 130 13 796 to 1200 00 6153 00 F5 7872 00490 00 15.283 0 749 Vel = 6 91 F5 21 36 2 157 00 12 000 14 545 K Factor= 5 60 to 1200 00 00 00 F6 10008 00765 00 12.000 0 918 Vel = 8 79 F6 2202 2 157 00 12.000 15 463 K Factor= 5 60 to 1200 00 00 00 F7 122 1 0 1104 00 12.000 1 325 Vel = 10 72 F7 22.94 2 157 T 12.307 2.280 16 788 K Factor=5 60 to 1200 00 12307 00 2 14504 0 1519 00 14 587 2.216 Vel = 12.73 2 8672 2 635 E 8.237 14 000 19 004 to 1200 00 8.237 -6063 3 231 76 0 1364 00 22.237 3 033 Vel = 13 64 3 00 2.635 2E 16 474 52.000 15 974 to 1200 00 16 474 00 4 231 76 0 1364 00 68 474 9 339 Vel = 13 64 4 00 3.26 00 26 500 25 313 to 1200 00 00 11 477 TOR 231 76 00484 00 26 500 1 282 Vel = 8 91 TOR 00 4.26 E 13 167 7 500 38 072 to 1200 A 22.384 51 351 3 248 BOR 231 76 00132 B 158 58 851 0 774 Vel = 5.22 BOR 00 41 00 4 000 42.094 to 1400 00 00 1 732 UG 231 76 00120 00 4 000 0 048 Vel = 5 63 UG 00 41 00 200 000 43 874 to 1400 00 00 00 BO 231 76 00119 00 200 000 2.381 Vel = 5 63 BO 00 41 Zif 00 3 500 46.255 to 1400 00 00 10 000 " Fixed Loss = 10 BI 231 76 00120 00 3 500 0 042 Vel = 5 63 BI 00 41 E 14 534 50 000 56.297 to 1400 T 29 067 46 508 00 TEST 231 76 00119 G 2 907 96 508 1 149 Vel = 5 63 25000 Qa = 250 00 481 76 57 446 K Factor= 63 56 1 -39.26 2 157 00 10 000 13 796 to 1200 00 00 00 5 -3926 -00135 00 10 000 -0 135 Vel = 3 45 00 Computer Programs by Hydratec Inc. Revision 50 52.1 Pressure / Flow Summary - STANDARD STAT FIRE SPRINKLER INC Page 4 021914-SANNINO VINEYARD Date 06-10-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. F3 21 0 56 12.25 na 196 015 130 70 F4 21 0 5.6 12.58 na 1986 015 130 70 1 21 0 138 na F5 21 0 56 1455 na 21 36 015 130 70 F6 21 0 56 1546 na 22.02 015 130 70 F7 21 0 5.6 1679 na 22.95 0 15 130 70 2 21 0 190 na 3 350 1597 na 4 350 2531 na TOR 8.5 38.07 na BOR 10 42.09 na UG -30 4387 na BO -30 46.26 na BI -3.0 563 na TEST -30 5745 na 2500 5 21 0 1366 na F1 21 0 5.6 12.13 na 195 015 130 70 F2 21 0 56 12.45 na 1976 015 130 70 F10 21 0 56 1472 na 21 49 015 130 70 F11 21 0 56 1511 na 21 77 015 130 70 6 21 0 16.55 na 7 21 0 1671 na F8 21 0 5.6 1486 na 21 59 015 130 70 F9 21 0 56 15.26 na 21 88 015 130 70 The maximum velocity is 13 64 and it occurs in the pipe between nodes 2 and 3 Computer Programs by Hydratec Inc. Revision 50 521 Fittings Used Summary STAT FIRE SPRINKLER INC Page 3 021914-SANNINO VINEYARD Date 06-10-19 Fitting Legend Abbrev Name % /. 1 11/< 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel E1&E3 77 21 5 17 27 29 B NFPA 13 ButterFly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zif Wilkins 375A Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note:Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with* The fittings marked with a'show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment All values for fittings not marked with a.will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc Revision: 50.52 1 Water Supply Curve C STAT FIRE SPRINKLER INC Page 2 021914-SANNINO VINEYARD Date 06-10-19 City Water Supply Demand C1-Static Pressure 66 D1-Elevation 10 394 C2-Residual Pressure. 48 D2-System Flow 231 761 C2-Residual Flow 2756 D2-System Pressure 57 446 Hose(Demand) 250 D3-System Demand 481 761 Safety Margin 7 839 150 140 130 P 120 R 110 E 100 S 90 S 80 u 70 R 60 E 50 3 C2 40 30 20 10 D1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW N^185) Computer Programs by Hydratec Inc. Revision 50 52 1 STAT FIRE SPRINKLER INC Page 1 021914-SANNINO VINEYARD Date 06-10-19 HYDRAULIC CALCULATIONS for Project name: SANNINO VINEYARD Location: 15975 COUNTY ROUTE 48, CUTCHOGUE, NY 11935 Drawing no: SP-10000 Date: 06-10-19 Design Remote area number. 1 Remote area location: 1ST FLOOR-WINE EDUCATION AREA Occupancy classification: ORDINARY HAZARD#1 Density: 15- Gpm/SgFt Area of application: 1025- SgFt Coverage per sprinkler: 130- SgFt Type of sprinklers calculated. 1/2", 5 6 K-FACTOR No. of sprinklers calculated: 11 In-rack demand. N/A-GPM Hose streams: 250- GPM Total water required(including hose streams): 481 76 -GPM @ 42.09- Psi Type of system: WET Volume of dry or preaction system: N/A-Gal Water supply information Date: Location: Source: Name of contractor. STAT FIRE SPRINKLER INC Address: 889 S 2ND STREET/RONKONKOMA NY, 11779 Phone number. (631) 981-8000 Name of designer. FM Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision. 50 52.1 rl .�• 3-n�: . _ - Fire Protection by Computer Design STAT FIRE SPRINKLER INC 889 S 2ND STREET RONKONKOMA NY, 11779 (631) 981-8000 Job Name 021914-SANNINO VINEYARD Building SP-100 00 Location 15975 COUNTY ROUTE 48, CUTCHOGUE, NY 11935 System 1 Contract Data File 021914-SANNINO VINEYARD-SP PLANS-(CURRENT)Area 1 WXF Computer Programs by Hydratec Inc. Revision 50 52.1 Page 6 of 6 C STANDARD/QUICK N4 I KI NG4 RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Seal Seal Cor equivalent method) Clearance Opening Insulated Insulated Wall Wall Dry Sprinkler Seal on the Dry Sprinkler Seal Within the Wall Exterior of the Wall Figure 6: Dry Sprinkler Seal Form No F051598 18 11 01 Rev 15 1 P65 051 _ €�ep��ces Fcr�� No F u.;•098 Rev '15 1 {Added P65 Oiarning) Page 5 of 6 ® STANDARD/QUICK RESPONSE EXTENDED N11a COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com '=0 aa NOTE:When using CPVC fittings with Viking dry sprinklers,use only new Nibco Model 5012-S-BI tees.When selecting other CPVC fittings, contact Viking Technical Services. cULus Listing Reauirements: Extended Coverage Dry Horizontal Sidewall Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for extended coverage horizontal sidewall spray sprinklers. • Limited to Light Hazard occupancies,with smooth,flat,horizontal ceilings only • Minimum spacing. No sprinklers shall be located within the maximum protection area of any other sprinkler • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall • The sprinkler installation and obstruction rules contained in NFPA 13 for extended coverage sidewall spray sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page DRY1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Seal the clearance space around the sprinkler Barret to avoid leakage of air into the protected area and consequent formation of condensate around the sprinkler frame, which could inhibit operation or cause premature operation. Refer to Figure 6. If humidity and temperature _ differential causes condensation -----------_____-__ on the exposed dry sprinkler ------------------- barrel, consider wrapping the exposed barrel with insulation, \Ceiling foam insulating tape, or equivalent. 4' (102 mm) Minimum Install the 1' NPT threaded end 6' (152 mm) Maximum of the dry ,idewall sprinkler Into the 1' NPT outlet of a A malleable iron tee fitting per ANSI B 16.3 (Class 150) or cast iron threaded tee fitting per ANSI 16.4 (Class 125) only ��u 16' Minimum wall opening size• III — 2-1/8' (54 mm) diameter (Exposed Maximum wall opening size Barrel) 2-1/2' C63 mm) diameter Available Adjustment Ambient Exposed arrel 1-1/2' (38.1 mm) minimum Ambient Temperature Outer Temperature 40'F/4'C50'F/l0'C60'F/16'C Surface 5/16' (79 mm) outward OF Protected Ex osed Minimum Barrel of the Area* at th p Walt and inward adjustment Discharge End Lengthxx Face of the of the Sprinkle Tee to the Cuter Surface of the Walt xThe protected area refers to the area In.(nn) In.(nn) In(nn) below the ceiling. 40'F (4'C) 0 1 0 0 1 The ambient temperature is the temperature 30'F (-1'C 0 0 0 at the discharge end of the sprinkler 20'F (-7'C) 4 (100) 0 0 For protected area temperatures that 107 (-12'C) 8 (203) 1 (25.4) 0 occur between the values listed, use the 0'F (-18'C) 12 (305) 3 (76) 0 next cooler temperature -10'F (-23'0 14 (356) 4 (102) 1 (25,4) xxThe minimum required barrel length Is not -20•F (-29'C)14 (356) 6 (152) 3 (76) the same as the 'A' dimension, -30'F (-34'C)16 (406)8 (203 14 (102) Refer to Figure 3 for the 'A' dimension. -40'F (-40'C)18 (457)11 (203)4 (102) Exposed minimum barrel lengths are inctusive -50'F (-46'C)20 (508)10 (254 6 (152) up to 30 mph wind velocities. -60'F (-51'C)20 (508)10 (254)6 (152) Figure 5: Dry Horizontal Sidewall Sprinkler Required Minimum Barrel Length Based on Ambient Temperature in the Protected Area Form No F_051598 18 11 01 Rev 15 1 P65 Page 4 of 6 ® STANDARD/QUICK RESPONSE EXTENDED COVERAGE DRY HORIZONTAL RESPONSE SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com For 'A' Dimersior 1 Determine the distance from the face of the tee to the Face of the finished wall 2 Round to the nearest 1/4' (6.35 mm) between 3-1/4' and 47-1/2' (1,207 mm) Ceiling NOTE The sprinkler will be recessed approximately 5/16' (7 9 mm) Wall with 5/8' horizontal adjust- ment available 4' (102 mm) Minimum 6' (152 mm) Maximum A ° 1/2' (12.7 mm) f3-1/16' _ (77 8 mm) i Minimum wall opening 2-1/8' (54 mm) diameter Maximum wall opening 2-1/2' (63.5 mm) diameter, Available Adjustment 1-1/2 (38,1 mm) Minimum 5/16' (7 1) mm) Outward Adjustment 5/16' (7 13 mm) Inward Adjustment Figure 3: Adjustable Recessed Dry Horizontal Sidewall Sprinkler with the Model E-1 Escutcheon Top View- Dry HSW Sprinkler Side View-Sprinkler Cover 15610 Press the cover together until it snaps closed I[i6999 ° ivd sn �"°" ° A J After the sprinkler is installed, carefully place the cover over the dry sprinkler as shown NOTE: Remove the sprinkler clip and cover before placing the system in service! Figure 4: Dry Horizontal Sidewall Sprinkler Cover Part Number 15610 (Optional for temporary use with Viking Dry HSW Sprinklers until finish work is completed around the sprinkler.) Form No F_051598 18 11 01 Rev 15 1 P65 Page 3 of 6 C STANDARD/QUICK RESPONSE EXTENDED N I KJ COVERAGE DRY HORIZONTAL 0 SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Sprinkler Thread Maximum Area Nominal Order Length Listings and Approvals' p Minimum Water Supply (Refer also to Design Criteria Base Part Size of Coveragez K-Factor' s Increment on page 109e.) Number' Width x Length Requirements NPT BSP' g U.S. I metric` Inches mm cli FM I NYC' Quick Response Listings 10542U V, See 16 ft. x 16 ft. 5.6 806 26 gpm @ 21 6 psi 1/4" 635 Al,A2 -- Al Footnote 9 (4 9 m x 4 9 m) (98 4 L/min @ 1 49 bar) 10542U V, See 16 ft. x 18 ft. 56 806 29 gpm @ 26 8 psi 1/4" 635 Al,A2 -- Al Footnote 9 (4 9 m x 5 5 m) (109 8 Umin @ 1 85 bar) Standard Response Listings 10542U 1° See 16 ft. x 20 ft. 32 gpm @ 32.7 psi 1/4" 635 Al,A2 -- Al Footnote 9 (4 9 m x 6 1 m) 56 80 6 1(121 1 Umin @ 2.25 bar) Approved Temperature Ratings Approved Finishes and "A" Dimensions A-155°F(68°C)and 175°F(79°C) 1 -Chrome or White Polyester'with"A"dimensions 3-1/4"to 47-1/2" (82.5 mm to 1,207 mm) 2- ENT'with"A"dimensions 3-1/4"to 47-1/2" (82.5 mm to 1,207 mm) Footnotes Part number shown is the base part number For complete part number,refer to current Viking price list schedule z For areas of coverage smaller than shown,use the"Minimum Water Supply Requirement"for the next larger"Area of Coverage"listed for the sprinkler used. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the "Minimum Water Supply Requirement" used. 3 K-Factor applies for standard lengths("A"Dimensions indicated above) °Metric K-factor measurement shown is when pressure is measured in Bar When pressure is measured in kPa, divide the metric K-factor shown by 10.0 5 This chart shows the listings and approvals available at the time of printing Other approvals may be in process. Check with the manufacturer for any additional approvals. 6 Listed by Underwriter's Laboratories for use in the U S and Canada.Listings are limited to Light-Hazard occupancies with smooth,flat,horizontal ceilings. Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E,Vol. 15 9 cULus Listed as corrosion resistant. 9 25 mm BSP threads available upon special request. Press the wrench onto the sprinkler wrench flats and turn slightly to ensure engage- ment with the wrench Flats ------in 1 Sprinkler Wrench 07565W/B)(* ET_ Aust be used Far 'installing recessed dry sprinklers ■AA 1/2' ratchet is required (Not available from Viking) Figure 2: Wrench 07565W/B for Adjustable Recessed Dry Horizontal Sidewall Sprinklers Form No F_051598 18 11 01 Rev 15 1 P65 Page 2 of 6 C STANDARD/QUICK RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com These sprinklers are listed and approved in lengths from 3-1/4"to 47-1/2" (82.5 mm to 1,207 mm)for the adjustable recessed style Finish Suffix: Chrome = F, White Polyester= M-/W, and ENT=JN Temperature Suffix(°F/°C) 155°/68° = B, 175°/79° = D BSP threads are available upon special request. For example, sprinkler VK188 with 1" NPT Threads, a Chrome finish, a 155 °F/68 °C temperature rating, and "A" length of 10" _ Part No 10542UFB10 Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the"Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Wrench for recessed sprinklers: Part No 07565W/B" (available since 1991) l c o t e c t'v e —� "A'/"ratchet is required(not available from Viking) S r r-kIer- Dry Sprinkler Protective Cover: Part No 15610 Sn ela 4. INSTALLATION Refer to appropriate NFPA Installation Standards. _ 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the internal parts to open the water- way Water flowing through the sprinkler orifice strikes the sprinkler Wrench J deflector, forming a uniform spray pattern to extinguish or control the fire Flat 6. INSPECTIONS, TESTS AND MAINTENANCE I _"_:_ Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. / 7. AVAILABILITY �/�� ) VIK_\G 07297 O The Viking Standard/Quick Response Extended Coverage Dry Horizontal Sidewall Sprinkler is available through a network of domestic and inter- national distributors See The Viking Corporation web site for the closest Figure 1: distributor or contact The Viking Corporation Sprinkler with Protective Shield 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES ... ..111 r ill I ... 'E � ? z... s, Fof.��" .a '' ., yk' . ­ 11............ Ordinary 155 °F (68 °C) 100 °F(38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Sprinkler Finishes: Chrome, White Polyester, and ENT Corrosion-Resistant Coating',":White Polyester and ENT in all temperature ratings Footnotes The sprinkler temperature rating is stamped on the deflector 2 Based on NFPA-13 Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 'The corrosion-resistant Polyester and ENT coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chars.These tests cannot and do not represent all possible corrosive environments. Note:These coatings are NOT cor- rosion proof. Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environ- ment. Polyester and ENT coatings are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. "When installed in some corrosive environments,the Polyester finish may change color This natural discoloration over time is not in itself an indication of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. Form No F_051598 18 11 01 Rev 15 1 P65 Page 1 of 6 C STANDARD/QUICK RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Standard/Quick Response Extended Coverage Dry Horizontal Sidewall Sprinklers are thermosensitive spray sprinklers suitable for use in areas subject to freezing.The sprinklers are designed for dry systems and preaction systems where it is necessary to prevent water or condensation from entering the drop nipple be- fore sprinkler operation. They may also be installed in spaces subject to freezing and supplied from a wet system in an adjacent heated area. The special Polyester and Electroless Nickel PTFE (ENT) coatings have been investigated for installation in corrosive atmospheres and are cULus listed as cor- rosion resistant as indicated in the Approval Chart. NOTE: When installed in some corrosive environments, the Polyester finish may change color.This natural discoloration over time is not in itself an indi- cation of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. For Light Hazard Occupancies Only 2. LISTINGS AND APPROVALS WARNING.Cancer and Reproductive Harrn- pt cLlLus Listed: Category VNIV w`n'w.F65Wamings.ca.gov Refer to the Approval Chart on page 109c and Design Criteria on page 109e for cULus Listing requirements that must be followed 3. TECHNICAL DATA Specifications: Available since 1998 Minimum Operating Pressure Refer to the Approval Chart on page 109c Maximum Working Pressure 175 psi (12 bar) Factory tested pneumatically to 100 psi (6 89 bar) Thread size V NPT or 25 mm BSP Nominal K-Factor 5 6 U S (80 6 metric')for all listed and approved lengths Metric K-factor measurement shown is when pressure is measured in bar When pressure is measured in kPa,divide the metric K-factor shown by 10 0 Glass-bulb fluid temperature rated to-65 °F (-55 °C) Covered by the following U S Patent numbers. 8,636,075 and 8,376,060 Material Standards: Frame Casting Brass UNS-C84400 Viking Technical Data may be found on Deflector Copper UNS-C19500 The Viking Corporation's Web site at Bulb Glass, nominal 3 mm diameter http://www.vikinggroupinc.com. Belleville Spring Sealing Assembly Nickel Alloy, coated on both sides with The Web site may include a more recent PTFE Tape Compression Screw- Brass UNS-C36000 edition of this Technical Data Page. Pip Cap and Pip Cap Adapter Brass UNS-C36000 Orifice Copper UNS-C22000 Tube ERW Hydraulic Steel Tube Support (Internal) Stainless Steel UNS-S30400 Barrel: Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish Barrel End and Threads. QM Brass Escutcheon Materials: Recessed Dry Escutcheons. Cold Rolled Steel UNS-G10080 ENT Coated Adjustable and Recessed Escutcheons. Stainless Steel UNS-S30400 Ordering Information: (Also refer to the current Viking price list.) Sprinkler: Base Part No 10542U Order Standard/Quick Response Extended Coverage Dry Horizontal Sidewall Sprinklers by first adding the appropriate suffix for the sprinkler finish, the appropriate suffix for the temperature rating, and then the suffix for the length ("A" dimension)to sprin- kler base part number Order in a specific length noted as the"A" dimension (see Figure 3) The"A" dimension is the distance from the face of the fitting (tee)to the desired finished surface of the wall in which it is to be installed. Form No F_051598 18.11 01 Rev 15 1 P65 Re°c;aces Fora, No P 05`598 Rev .E5 ' {Added P65 Warning ) Page 6 of 6 ® STANDARD/QUICK 10 RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Seal Seal Cor equivalent Method) Clearance Opening Insulated Insulated Wall Wall Dry Sprinkler Seal on the Dry Sprinkler Seal Within the Wall Exterior of the Wall Figure 6: Dry Sprinkler Seal Form No F_051598 18 11 01 Rev 15 1 P65 Reo;aces Form No F 051598 Rev E5 1 ;Added P65 Mming ) Page 5 of 6 C STANDARD/QUICK RESPONSE EXTENDED COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com NOTE:When using CPVC fittings with Viking dry sprinklers,use only new Nibco Model 5012-S-BI tees.When selecting other CPVC fittings, contact Viking Technical Services. cULus Listing_Requirements: Extended Coverage Dry Horizontal Sidewall Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for extended coverage horizontal sidewall spray sprinklers. • Limited to Light Hazard occupancies,with smooth,flat, horizontal ceilings only • Minimum spacing-No sprinklers shall be located within the maximum protection area of any other sprinkler • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers The distance shall be measured perpendicular to the wall • The sprinkler installation and obstruction rules contained in NFPA 13 for extended coverage sidewall spray sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page DRY1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards,whenever applicable. Sealthe clearance space around the sprinkler barrel to avoid leakage of air Into the protected area and consequent formation of condensate around the sprinkler frame, which could inhibit operation or cause premature operation. Refer to Figure 6. If humidity and temperature differentialcauses condensation n on the exposed dry son inkler ------------------- barrel, g consider wrapping the \ exposed barrel with insulation, Ceilln foam insulating tape, or equivalent. 4 (102 mm) Minimum Install the 1' NPT threaded end 6' (152 mm) Maximum of the dry sidewnll sprinkler Into the 1' NPT outlet of a A malleable iron tee fitting per ANSI B 16.3 (Class 150) or cast iron threaded tee fitting per ANSI 16,4 (C(ass 125) only 3-1/16' (77 8 mm) Minimum wall opening size! — 2-1/8' (54 mm) diameter (Exposed Maximum wall opening size: Barrel) 2-1/2' C63 mm) diameter Available Adjustment Ambient ExposedBarrel 1-1/2' (38.1 mm) minimum Ambient Temperature Outer Temperature 40'17/4'C 50'17/10'C 60'17/16'C Surface 5/16' (79 mm) outward r Protected Ex osed Minimum Barrel of the Area■ at th p Wall and inward adjustment Discharge End Lengthx■ Face of the of the Sprinkier Tee to the Outer Surface of the Wall AThe protected area refers to the area In. (mm) In. (mm) In.(mm) below the ceiling. 40'F (4'G 0 0 0 The ambient temperature Is the temperature 30'F (-1'C) 0 0 0 at the discharge end of the sprinkler 20'17 (-7•C) 4 (100) 0 1 0 For protected area temperatures that 10'F (-12'C) 8 (203) 1 (25.4)1 0 occur between the values listed, use the 0'f (-18'C) 12 (305) 3 (76)1 0 next cooler temperature -10'17 (-23'C)14 (356) 4 (102) 1 (25,4) )KwThe minimum required barrel length Is not -20-F (-29•C)14 (356) 6 (152) 3 (76) the same as the 'A' dimension, -30'F (-34•C)16 (406)8 (203 4 (102) Refer to Figure 3 for the 'A' dimension, -40'F (-40•C)18 (457)8 (203)4 (102) Exposed minimum barrel lengths are inclusive -50'F (-46'C)20 (508)l0 (254 6 (152) up to 30 mph wind velocities. -60'F (-51'C)20 (508)10 (254 6 (152) Figure 5: Dry Horizontal Sidewall Sprinkler Required Minimum Barrel Length Based on Ambient Temperature in the Protected Area Form No F_051598 18 11 01 Rev 15 1 P65 Page 1 of 6 ® STANDARD/QUICK RESPONSE EXTENDED __ JIM COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com 1. DESCRIPTION Viking Standard/Quick Response Extended Coverage Dry Horizontal Sidewall Sprinklers are thermosensitive spray sprinklers suitable for use in areas subject to freezing.The sprinklers are designed for dry systems and preaction systems where it is necessary to prevent water or condensation from entering the drop nipple be- fore sprinkler operation. They may also be installed in spaces subject to freezing and supplied from a wet system in an adjacent heated area. i The special Polyester and Electroless Nickel PTFE (ENT) coatings have been investigated for installation in corrosive atmospheres and are cULus listed as cor- rosion resistant as indicated in the Approval Chart. NOTE: When installed in some corrosive environments, the Polyester finish may change color.This natural discoloration over time is not in itself an indi- cation of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. For Light Hazard Occupancies Only 2. LISTINGS AND APPROVALS WARNING.Cancer and Reproductive Hartn- www.P65Wamings.ca.gov p� cULus Listed: Category VNIV Refer to the Approval Chart on page 109c and Design Criteria on page 109e for cULus Listing requirements that must be followed 3. TECHNICAL DATA Specifications: Available since 1998 Minimum Operating Pressure Refer to the Approval Chart on page 109c Maximum Working Pressure 175 psi (12 bar) Factory tested pneumatically to 100 psi (6 89 bar) Thread size. 1" NPT or 25 mm BSP Nominal K-Factor 5 6 U S (80 6 metric*)for all listed and approved lengths *Metric K-factor measurement shown is when pressure is measured in bar When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to-65 °F (-55°C) Covered by the following U S Patent numbers. 8,636,075 and 8,376,060 Material Standards: Frame Casting' Brass UNS-C84400 Viking Technical Data may be found on Deflector Copper UNS-C19500 The Viking Corporation's Web site at Bulb Glass, nominal 3 mm diameter http://www.vikinggroupinc.com. Belleville Spring Sealing Assembly- Nickel Alloy, coated on both sides with The Web site may include a more recent PTFE Tape edition of this Technical Data Page. Compression Screw Brass UNS-C36000 Pip Cap and Pip Cap Adapter Brass UNS-C36000 Orifice Copper UNS-C22000 Tube ERW Hydraulic Steel Tube Support(Internal) Stainless Steel UNS-S30400 Barrel Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish Barrel End and Threads QM Brass Escutcheon Materials: Recessed Dry Escutcheons. Cold Rolled Steel UNS-G10080 ENT Coated Adjustable and Recessed Escutcheons Stainless Steel UNS-S30400 Ordering Information: (Also refer to the current Viking price list.) Sprinkler: Base Part No 10542U Order Standard/Quick Response Extended Coverage Dry Horizontal Sidewall Sprinklers by first adding the appropriate suffix for the sprinkler finish, the appropriate suffix for the temperature rating, and then the suffix for the length ("A"dimension)to sprin- kler base part number Order in a specific length noted as the"A"dimension (see Figure 3) The"A" dimension is the distance from the face of the fitting (tee)to the desired finished surface of the wall in which it is to be installed. Form No F_051598 18 11 01 Rev 15 1 P65 Rep aces �:orn- No F 05'598 Rev 15 1 (Added P65 Warning ) Page 2 of 6 C STANDARD/QUICK 1 RESPONSE EXTENDED J COVERAGE DRY HORIZONTAL SIDEWALL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com These sprinklers are listed and approved in lengths from 3-1/4"to 47-1/2" (82.5 mm to 1,207 mm) for the adjustable recessed style. Finish Suffix: Chrome = F, White Polyester= M-/W, and ENT=JN Temperature Suffix(°F/°C) 155°/68° = B, 175°/79° = D BSP threads are available upon special request. For example, sprinkler VK188 with 1" NPT Threads, a Chrome finish, a 155 °F/68 °C temperature rating, and "A" length of 10" _ Part No 10542UFB10 Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the"Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Wrench for recessed sprinklers. Part No 07565W/B**(available since 1991) P r c t e c t v e **A%"ratchet is required(not available from Viking) S p r i n k l e r Dry Sprinkler Protective Cover: Part No 15610 S-1 e a 4. INSTALLATION Refer to appropriate NFPA Installation Standardsi 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the internal parts to open the water- way Water flowing through the sprinkler orifice strikes the sprinkler Wren r deflector, forming a uniform spray pattern to extinguish or control the fire PI a_ 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY VIKING 07297 0 The Viking Standard/Quick Response Extended Coverage Dry Horizontal Sidewall Sprinkler is available through a network of domestic and inter- national distributors See The Viking Corporation web site for the closest Figure 1: distributor or contact The Viking Corporation Sprinkler with Protective Shield 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES ,... , F„:t m... „... ..,. � T Ordinary 155 °F (68 °C) 100°F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65°C) Yellow Sprinkler Finishes: Chrome, White Polyester, and ENT Corrosion-Resistant Coating',4: White Polyester and ENT in all temperature ratings Footnotes The sprinkler temperature rating is stamped on the deflector z Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards 'The corrosion-resistant Polyester and ENT coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chars. These tests cannot and do not represent all possible corrosive environments. Note:These coatings are NOT cor- rosion proof. Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environ- ment. Polyester and ENT coatings are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. 4 When installed in some corrosive environments,the Polyester finish may change color.This natural discoloration over time is not in itself an indication of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. Form No F_051598 18 11 01 Rev 15 1 P65 *COMPLIANCE WITH 2013 N.F.P.A 13* ALL AS-BUILT DRAWINGS WILL BE FORWARDED TO THE FIRE KEY PIAN: GENEKSPRINKLER INSTALLATION NOTES A.H.J . FOR FINAL REVIEW ONCE THEY BECOME AVAILABLE W 0 R K I N S T A L L A T 1 O N C R I T E R I A PLANS CONFORM TO N.F.P.A. 13 CONTRACTOR TO PROVIDE A CERTIFICATE STATING THE FIRE t) SPRINKLER SYSTEM SHALL 8E DESIGNED AS PER NEPA 13, 2013 AND LOCAL AUTHORITY HAVING JURISDICTION ' 2013 PROTECTION SYSTEM IS INSTALLED IN FULL GOTVIPLIANCE WITH 1. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF AREA TO BE PROVIDED WITH SPRINKLER REQUIREMENTS FOR BUILDING OCCUPANCY ALL SPRINKLERS NFPA & LOCAL AHJ CODE REQUIREMENTS AND THAT ALL PROTECTION AND LOCATE EXISTING DUCT WORK WITHIN AREA THAT REQUIRE ADDITIONAL SPRINKLER PROTECTION SHALL HAVE THEIR DEFLE6TORS INSTALLED APPLICABLE TESTS HAVE BEEN CONDUCTED @ THE CLOSURE BELOW DUCTS DUE TO INTERFERENCE OF NORMAL SPRAY PATTERN OF SPRINKLER HEADS LOCATED AT UNDERSIDE 2) SPRINKLERS SHALL. BE INSTALLED IN ALL CLOSETS AS PER NAPA 13, 2013 SECTION 8.15.8.2 BELOW ROOF AND/OR CEILING ASSEMBLIES OF THE PROJECT BETWEEN 8" & 12" MAXIMUM DEPENDING ON THE A 2" MAIN DRAIN TEST IS TO BE CONDUCTED AFTER THE OF FLOOR SLAB ABOVE. TYPE OF ROOF AND/OR CEILING CONSTRUCTION HYDROSTATIC TEST APPROVED ENCLOSURE L 3) SPRINKLERS SHALL. 4 BE INSTALLED IN ALL BATHROOMS (AS DEFINED BY NAPA CHAPTER 3) NFPA 13, 2013, SECTION 8.15.8.1.1 CLASSIFICATION. AN INSPECTORS TEST REPORT IS ALSO TO BE SUBMITTED /) » SPRINKLER INSTALLATIONS SHALL BE COMPLETE WITH ALL FITTINGS PIPES, BRANCHES, TESTS, DRAINS AND THE UNSUPPORTED LENGTH BETWEEN THE END AFTER THE HYDROSTATIC TEST 2 M I N LOW POINTS IN SYSTEM AND HANGERS. 4) AL1 MATERIALS AND METHODS SHALL CONFIRM TO THE REQUIREMENTS OF NEPA 113, 2013 SPRINKLER AND THE LAST HANGER SHALL NOT CONTRACTOR TO PROVIDE TAMPER SWITCHES ON ALL BE MORE THAN 36" FOR 1 " PIPE, OR 48" FOR FIRE PROTECTION CONTROL VALVES. (WIRING BY OTHERS 3. ALL PIPING AND EQUIPMENT SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDING STRUCTURE. 5) THIS SYSTEM HAS BEEN HYDRAULICALLY CALCULATED PER THE DESIGN CRITERIA ABOVE; SEE PRINTED CALCULATION ALL ARMOVERS GREATER THAN 24" SHALL BE NO DRAFT CURTAINS OR ROOF VENTS ARE TO BE INSTALLL HANGERS AND SUPPORTS SHALL BE SPECIFICALLY APPROVED FOR USE IN SPRINKLER SYSTEM. REPORT FOR DETNIS. SUPPORTED BY A HANGER. WITHIN THE SPRINKLERED AREA'S. ~~ A. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF HANGER RODS IN REQUIRED - — 1 " TO 4" PIPE TO BE SUPPORTED WITH 3/8" ALL IN EXPOSED AREAS OF CONSTRUCTION WITH UPRIGHT 6) STAT ARE SPRINKLER SCOPE OF WORK SHALL BEGINS AFTER THE 4 INCH FLANGE IN BASEMENT BROUGHT IN BY OTHERS SPRINKLER HEADS DUCT WORK AND OTHER OBSTRUCTIONS LOCATIONS, PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND APPROVED. 5HRTOD6RFPIPEDTO/BE SUPPORTEDSWITHIIS2 ALL OVER 48 IN WIDTH SHALL HAVE SPRINKLERS UNDER THEM <:i 4 �0 ;, � " �° ° 4" UNDERGROUND WIPING 7) UNDERGROUND PIPING SHALL BE FLUSHED BEFORE ATTACHING INSTALLATION OF SYSTEM VALVES AS PER NFPA 13, 2013 SECTION THREAD ROD AND 1/2" HANGER ASSEMBLIES. HYDROSTATIC TEST OF OVERHEAD PIPING @ B. NO SPRINKLER PIPING SHALL BE HUNG FROM THE PIPING OF OTHER TRADES OR DUCTWORK. 10.10.2.1 FIRE DEPARTMENT CONNECTION TO HAVE 200 P.S.I . FOR (2 HOURS. SPRINKLER HANGERS SHALL BE OF HEAVY CONSTRUCTION, SUITABLE FOR THE SIZE OF PIPE TO BE SUPPORTED. THREADS CONSISTENT WITH LOCAL FIRE CONTRACTOR TO NOTIFY FIRE MARSHAL 48 HOURS 8) ALL PIPING FOR WET SYSTEM 2'AND SMALLER TO BE SCHEDULE 40 AND 2}�AND LARGER TO BE SCHEDULE 10 DEPARTMENT. FIRE DEPARTMENT CONNECTION IN ADVANCE TO TESTING. 4. SPRINKLER HEADS HAVE BEEN LOCATED TO COMPLY WITH SPRINKLER CODE REQUIREMENTS AND ARE TO BE A MINIMUM OF 18" AND A MAXIMUM OF COPY OF CONTRACTORS MATERIAL AND TEST BO BI APPROXIMATE. 9) ALL PIPING SRMi BE HYDROSTA,TIAY TESTED PER NFPA 13, 2013 SECTION 10.10.2.2 48" ABOVE GRADE. CERTIFICATE TO OWNER. 5. SPRINKLER HEADS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. 10) PROTECTION AGAINST FREEZING OF ALL EXPOSED PIPING, SPRINKLERS AND VALVES IS THE RESPONSIBILITY OF THE SPRINKLERNTAL PROTECTIONASHALLLRBEARE PROVIDEDDE®' NOTES: OWNER BOTH ABOVE AND BELOW THE DOORS ABBREVIATIONS _ 6. PROVIDE METAL WIRE GUARDS WHERE SPRINKLERS ARE SUBJECT TO DAMAGE, AND SPRINKLER HEADS BEFORE ANY SPRINKLER PIPING IS CONCEALED, LOCATED UNDER HVAC DUCTS IN MECHANICAL EQUIPMENT ROOMS WHEN LOCATED LOWER THAN 7'-0" A.F.F. 11) A WARNING SIGN, WITH M!IIIMUM 1/4' LETTE=RS SAHLL BE AFFIXED WITH NON-CORROSIVE FASTENERS ADJACENT TO THE SPRINKLER CONTRACTOR SHALL NOTIFY TAF- FLANGE ABOVE FINISH FLOOR RPZ PLAN DETAIL NEW 4'WILKINS MODEL 375A RZP �C THE MAIN SLID OAF VALVE to"ID SHALL SLATE THE FOLLOWING: THE FIRE DEPARTMENT 48 HOURS IN ADVANCE, BACKFLOW'ASSEMBLY(BY OTHERS WARNING, THE WATER SYSTEM FOR THIS HOME SUPPLIES ARE SPRINKLER THAT REQUIRE CERTAIN FLOW ANIS SO THAT THE FIRE DEPARTMENT CAN INSPECT THE BO- BACKFLOW OUTLET ) 7. ALL SPRINKLER HEADS THROUGHOUT THE FACILITY SHALL BE OF THE ORDINARY TEMPERATURE RATING PRESSURE TO FIGHTWATER A FIRE. DEVICES THAT RESTRICT THE FLOW OR DECREASE THE PRESSURE OR LOW AND SYSTEMS PIPING FOR CONFORMANCE WITH BI— BACKFLOW INLET N.T.S. EXCEPT AS FOLLOWS: SHUT OFF THE WATER To THE ARE SPRINKLER SYSTEM, SUCH AS WATER SOFTENERS, FILTRATION SYSTEMS AND CODE STANDARDS. AUTOMATIC SHUT OFF VALVES, SHALL.NOT BE ADDED TO THIS SYSTEM WITHOUT RPAEW OF THE ARE SPRINKLER ALL PIPING 2" THRU 8" TO BE SCHEDULE 7 BLACK TOR— TOP 0 F RISER a. SPRINKLER HEADS IN SHOWERS SHALL BE OF INTERMEDIATE TEMPERATURE RATING (175' TO 225'). SYSTEM BY A ARE PROTECTION SPECIALIST. STEEL PIPE WITH WELDED OUTLETS AND GROOVED BOR- BOTTOM OF RISER ..1..- FITTINGS. ALL PIPING 1 " THRU 1 1 /2" TO BE SCHEDULE ABD— AUTOMATIC BAL DRIP b. SPRINKLER HEADS LOCATED CLOSE: TO HEATERS, STEAM PIPING OR LOW-PRESSURE BLOW-OFF VALVE e ( I 40 THREADABLE PIPE WITH CAST IRON THREADABLE SWDR 516 SAMMY SCREW (2") SHALL BE OF THE TEMPERATURE RATING AS REQUIRED BY NFPA 13 12) TTL SPRINKLER SYSTEM SHALL REQUIRE AIMINNUM OF ROUGH INSPECTION (FOR VERECAT10N OF PIPING, HANGERS, FITTINGS. FDC- FIRE DEPARTMENT CONNECTION TEFL BEAM HYDRO, EEC.) AND A FINAL INSPECTION PRIOR TO OCCUPANCY. THE ARE INSPECTOR SHALL BE NOTIFIED IN ADVANCE ALL VALVES ARE TO BE EQUIPPED WITH IDENTIFICATION DN- DOWN _ OF THE REQUESTED INSPECTION TAGS PER BOCA NBC SECTIONS 100.6 & 1004.6 AND C. ALL HEAT GENERATING EQUIPMENT WHICH CAN AFFECT THE TEMPERATURE RATING OF THE SPRINKLER NFPA 13 SECTION 3-9.4 [0-0 PIPE ELEVATION - HEADS SHALL BE CLEARLY IDENTIFIED ON THE SHOP DRAWINGS PRIOR TO SUBMISSION FOR APPROVAL. 13) THE HOME OWNER'S MANUAL INSTRUCTION SHALL BE PROVIDED TO THE OWNER PRIOR TO OCCUPANCY. THIS SYSTEM IS TO BE SUPERVISED. THE METHOD OF SUPER- / APPROVED TYPE PIPE HANGER APPROVED ENCLOSURE 4" WILKINS MODEL 375A RPZ -- 3/8" A.T. ROD d. SPRINKLER HEADS IN SKYLIGHTS `SHALL BE OF INTERMEDIATE TEMPERATURE RATING 175' TO 225.). ) I' Ir or VISION IS SUBJECT TONACCEHE PFTABLEAL FIRE DEPARTMENT. LOCKING UG UNDERGROUND BACKFLOW P'REVENTER / ( ) 14 TEMPERATURE IN BUDDING SHALL 61 KEPT ABOVE 49 THE VALVES OPEN SWIVEL RING 8. SPRINKLER HEADS MINIMUM FLOW & MINIMUM PRESSURE REQUIREMENTS TO BE BASED ON HYDRAULIC 15) DRY TYPE SPRINKLERS TO BE INStaIJ_ED IN AREAS SUBJECTED TO FREEZING WATER FLOW SWITCH - ELECTRICAL WIRING CALCULATION DESIGN DENSITIES. AND ALARM WIRING TO BE BY OTHERS. 9. ALL SPRINKLER HEAD FINISHES TO BE APPROVED BY OWNER. 16) MAXIMUM DISTANCE FROM DEFLECTOR TO UNDERSIDE OF COUNG/DECK TO BE 12 INCHES AUXILIARY DRAINS ON ALL TRAPPED PIPING. 2" MAIN DRAIN - TO DISCHARGE OUTSIDE OR 10. CONTRACTOR TO COORDINATE CONNECTION OF NEW UNDERGROUND PIPING TO EXISTING WATER MAIN. 17 DISTANCE FROM UPRIGHT SPRINKLER TO HANGER TO BE NO LESS THAN 6 INCHES TO A DRAIN CAPABLE OF ACCEPTING THE hLOW. ) .NOTES TO THE OWEF PROVIDE ALL FLUSHING AND CLEANING PER LOCAL JURISDICTION REQUIREMENTS. HYDRAULIC PLACARDS - TO BE MOUNTED ON BO /- 11. PRIVATE FIRE SERVICE MAINS AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 18) MINIMUM DISTANCE BETWEEN SPRINKLER TO BE 6'-0' THE RISER. THE SPRINKLER SYSTEM MUST BE MAINTAINED AND TESTED B1 24 AND THE REQUIREMENTS OF THE LOCAL JURISDICTION REQUIREMENTS _-. SPARE HEAD CABINET WITH. SPRINKLERS OF REGULARLY BY THE OWNER OR HIS AGENTS IN ACCORDANCE = ------ - - ------ 19) MAXIMUM DISTANCE BETWEEN SPRINKLERS TO BE 15'-0' EACH TYPE, AND WRENCH. WITH NEPA 25 REQUIREMENTS. HANGER NO. 1 12. ALL PROPOSED SPRINKLER HEADS ARE IN COMPLIANCE WITH NFPA 13 & ARE ACCEPTABLE TO BE BALL DRIP ON CHECK VALVE FOR FIRE DEPfiRTMENT CONNECTION THE OWNER IS TO MAINTAIN SUFFICIENT HEAT THROUGHOUT THE a USED IN THE INDICATED AREA. 20) MlNNUM DISTANCE FROM SPRINKLER TO WALL TO BE 4 INCHES INSPECTORS TEST CONNECTION (IF REQUIRED) PREMISES TO PREVENT SYSTEM FREEZING. SAM MY SCREW 13. ALL PROPOSED SPRINKLER HEADS ARE IN COMPLIANCE WITH NFPA 13 REQU!P:'EMENTS FOR POSITION, 21) KVIMUM DISTANCE FROM WALL TO SPRINKLER TO BE 7'-6' OFF ACCEPTING THE DISCHARGE SFDLN� .FRSIGHT GTo A LASS ASAIN PREO' . TOLE EMAINTAIN OWNER ITHE FSYS EM. TENANTS OF PROPER CARE NECESSARY N.T.S. LOCATION, SPACING & USE OF SPRINKLER HEADS IT IS THE INTENT OF THESE NOTES AND DRAtii�INGS IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, Z 14. FIRE PUMP/VALVE ROOM MUST BE HEATED AT ALL TIME. TO COMPLY WITH ALL APPLICABLE PAMPHLETS OF THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. PART POF THIS DRAWINGLASFIFNf HEREINHICH RSETSOUT FULLY A RE_ENFORCED OR, IF NOT ATTACHED, AS IF HERETO 12 4 ATTACHED. ;1 MIN. AIR GAP a CONCRETE PAD 3O MAX. WITH DRAIN ALL PIPING TO BE PITCHED PER NFPA13 Pub 0 SP 0 - TOP BEAM CLAMP 'PF I DEP1•C� rrr �I !w " 2 MIN. rrr rr , Ez 18" TO 36" r r r PLATE MARKED rrrrr ell rrr _ a a ALL THREAD ROD AUTO SPKR r rr rrr RZP SECTION T II O N D ETAI L FIRE DEPT. CONN. r err rrr _ —� I .T.S. �4„ i GRADE 3" MIN. rr rrr I I I UNDERGROUND SUPPLY � A I HANGER RING SIAMESE NOTE RESIDENTIAL FIRE DEPT. CONNECTION SHALL BE ON A STREET FRONT OF THE BLDG. .ACCESSIBLE FOR 'FIRE DEPARTMENT USE WITH OUT A POTENTIAL � � -A HANGER NO. 1 1" X ARMOVER TOP BEAM C LAMP (SEE PLAN) 16" BARREL FIRE DEPT. CONNECTION TYPICAL HANGER TYPICAL HANGER NO SCALE NO SCALE �-YPICAIr RECESSED sIDEWALL 1 TEL W/ PLU 1 -- SAMMY Screw Rod 1 -- All Thread Rod SPRINKLER DETAIL 1 Ring 1 -- Ring SCALE: NOT TO SCALE - 1"X 0'--2" NIPPLE 1 -- Sammy SWG /\ WATER FLOW AND TAMPER SWITCH 3" CHECK VALVE X DROP TOR VERTICAL W000 SAMMY scREIV SIT}EWIP;DER W000 SALMI` SCREW �"��(S E E PLAN) 1 SHALL BE INTERCONNECTED INTO 1"-utr - GST 10 1' - SWG 10 i THE BUILDING FIRE ALARM SYSTEM 2"-3' - GST 20 19-2' - SWG 20 BRANCHLINE —, ALL WIRING AND APPROVALS BY — ----- __3" TO SPRINKLER 4' UP - GST 25 9 UP - SWG 25 ALARM CONTRACTOR. °�'° _.__._ SYSTEM CEILING DECK(CONSTRUCTION &HEIGHT VARIES) DETAIL NOTES: FLOW SWITCH— r -o a !LISTED SPRINKLER HEAD GUARD Q ALL UPRIGHT SPRINKLERS SHALL HAVE THEIR /1as X 1 /2" R`C• I 22"MAX �^' DEFIECTORS INSTALLED PER NFPA 13, 2013 �.�" I I O O � � O /STANDARD CHROME DRY SIDEWALL HEAD � !I!! BRASS UPRIGHT SPRINKLER 1' O PIPE DIAMETERS THRU 2"TO BE �— "C 0 N C E A L E D W1 E S C T. ?"X 1%2"REDUCER r_� SCHEDULE 40 I a PIPE DIAMETERS 2-1/2" THRU 4'TO BE SCHEDULE 10 I PIPING FOR BRANCH LINES I PIPING FOR MAINS 3 "PIPE NIPPLE DRY SIDEWALL SPRINKLER DETAIL `SIUSPENDED CEILING ELECTRIC BELL LENGTHS VARY) 3" VIKING MODEL E-1 1 as t0 2" " " WELDEDTHREADED RISER CHECK VALVE 21'2to $ ___ �_ _ PIPING OUTLET ® Sch. #40 Q Sch. #40 TYP . ETASEMBYSL 3" BUTTERFLY VALVE El Sch. #10 ® Sch. #10 0 I II 2" MAIN DRAIN W/TAMP`R SWITCH I BRANCHLINE PIPING OR I I�i;iritrp — --1 � B.L.T./ XL 71 B.L.T./ XLH_ ''' _ .—_._._. SPt INKLEI'MAIN f-'iPiNG I 4 I...:4 GEsCRII�TI tPN- - Nt,. I; _ El L� Dyna-Trd ED Dyna-Flo BRASS UPRIGHT SPRINKLER I F,-1, I AS-BUILT SPRINKLER PLAN n QSCALE: Ntl7 TO SCALE E-1Dyna-Flo � BlaseMaster OY & 3") ALL SPACES BETWEEN PIPES AND SLEEVES SHALL BE PACKED FULL E-1 W.L.S. DEPTH WITH MINERAL WOOL OR OTHER I CPVC 3 4"to 2") EQUALLY FIRE RESISTIVE MATERIAL II HEAD BOX C / I W HEAD WRENCH 3x2Y2 SINGLE FD _ (FIBERGLASS SHALL NOT BE USED). ALL FITTINGS TO BE UL FM APPROVED SLEEVE CLEARANCE SHALL NOT g CONNECTION. THREADS / BLASEMASTER MEA 43488—M Pie & Fittings EXCEED 1/2" BETWEEN PIPE AND I ( -- TO MATCH FD THREAD (Pipe 9 ) - - ------ --- - TYPE ' -- 4 FIRE SERVICE SLEEVE. P"EFER. FROM REMOTE- I I O�0 UNDERGROUND SUPPLY BRANCH LIN` ` - -- - "-- �'------� as ° FROM CONCRETE VAULT p DRAIN DISCHARGE OUTSIDE 3 I I 1gF SPRIVKILr �� CO:Y'T�VA TOR. (SPLASH BLOCK TO a a 1. ,� .H;, a .....ae" dd Q. d' . FINISH ESCUTHEON PLATE FLUS I 1 ,,. 3 .� INSTALLED} � ,..� ,. .;.. -. :. . ., •.. a AGAINST WALL. SIZE TO COMPLETELY OC�0 Q 1" TEST VA. IN ° I UG a COVER OPENING. 4 a< ' a ACCESSIBLE LOCATION AUTOMATIC BALL DRIP BOR M.J. 90 ELL I 4 CONCRETE ANCHOR 4 THRUST BLOCK 3/8" HILTI DROP-IN MAX DISTANCE BETWEEN HANGERS - ALL THREAD ROD ,r. 45' EL W/ CORROSION RES. I (LENGTH NOTED) NOMINAL PIPE SIZE (IN.) :4,.,.. PIPE ° SPRINKLER OJTLET EO. TO -I- RISER DETAIL 1 ° 1 - 1 /4" 1 - 1 /2 z" 2- 1 /2 3" 4-° � "jC'tv,�;�3 �_ 131 West 35th Street 8th 8$9 South 2nd Street I t-, _ PIPE SLEEVE 'J� " `� Floor New York NY 10001 Ronkonkoma, N.Y. 11779 NO SCALE INSTALL UNDERGROUND AS PER PIPE RING, NFPA13 NFPA13 3ET 4Q 1 z-❑ 1 z-❑ 1 5-0 1 5-0 1 5-0 1 5-0 1 5-0 (212)-706-6032 (631) 981-8000 SCHN.F.P.A.#24 AND WATER COMPANY I AX FT. PIPE AND INSULATION TO BE ALL OR PARTITION License # 1051-B REQUIREMENTS SCH 1 ❑ 1 z-a 1 2-❑ 1 z-❑ 1 z-❑ 1 z-® 1 z-❑ 1 z-❑ CENTERED IN SLEEVE- DO NOT SUPPORT PIPE FROM SLEEVE. a DANIELLE SULGER- N.C.F.M LIC# 2011SPL00673 HANGER No. 05 GREG SULGER- C.O.F INSTALLATION # 20006643 NTS Email: receptionist�statfs.colTl DETAIL OF PIPING THRU WET PIPE SYSTEMTEST CONNECTION FIRE RATED WALL FIRE SPRINKLER ENGINEER: N. T.S. Ken Horan, P.E. - ------- 891 South Second Street Ronkonkoma, New York 11779 631-981-8497 ARCHITECT: i i ROBERT J. GRUBER ARCHITECT A LMA H S LANELT � 476 EXPRESSWAY DRIVE SOUTH AS 1_� II I MEDFORD, NY 11763 TEL: (631) 654-4949 CONTRAG,TJC:...v___ ANTHONY SANNINO I 4190 AI_VAHS IANIL STAT FIRE S P 21 N K L-E F,/f NYS =;I.IT%IHOGUEa NY 11935 t TEL: '631) 767-1751 1 � EMAIL: TONWN01 @GMAILCOM ADJACENT PROPERTIES �i IL 3x2 SINGLE FD CONNECTION.THREADS EXISTING CITY MAIN TO MATCH 70 THREAD OWI<1R: I{ ANTHONY SANNI.NO TYPE7490 ELECTRIC 3ELL FIRE MARSHAL'S USE ONLY ALVAHS LANE ROUND CUTCHOGUE, NY 11935 4"FIRE SERVICE TEL: (631) 767-1751 /—UNDERG SUPPLY EMAIL: TONYVIN01@GMAlL.CQM - ---- ---- - HOT BOX WITH RPZ BACKFLOW1__�__4"CURB BOX PROJECT ADDRESS: (SEE DETAIL THIS c* PROVIDED BY CITY OF CUTCHOGUE(2'-0" uj SANNINO VINEYARD SHEET) FROM CURB) 1597 5 COUNTY ROUTE 48 CUTCHOGUE, NY 11935 AREA OF WORK 15975 CR 48 DRAWING TRE- CUTCHOGUE, TTl.E:C TC OO1E, MY 11935 NOTES & DETAILS SECTION: laoo BLOCK: 101-1 LOT: 14.8 bp GATE: 04-15-19 PROJECT: SANNINO VINEYARD J O h;A,1 ^;;r DRAWN BY: F. MCKENLEY HECK BY: G. SULGER WING SCALE:N.T.S. Ir LQ <J WING NO: SP-001.01 r ri: D REF: z t 2 PLOT L FIRE HYDRANT N.T.S. , IT IS A VIOLATION OF ARTICLE 145 OF THE EDUCATION LAW OF THE STATE OF NEW YORK FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER TO ALTER ANY ITEM ON THIS DRAWING AND/OR IN THE DOB JOB ; RELATED SPECIFICATION IN ANY WAY. IF ANY SUCH ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION TOGETHER WITH A SPECIFIC DESCRIPTION OF THE ALTERATION. *COMPLIANCE WITH 2013 N.F.P.A 13* KEY PLAN: 3x2 % SINGLE FD CONNECTION. THREADS TO MATCH FD THREAD 3" RISER UP FROM TYPE [ 10-0 BASEMENT ELECTRIC DELL Y- 3-5 2 2 2 10-81� 12-U -9 12-0 Y--L ro �--/ .—� 14-0 ]AT \-E1 [ 14-0 ] Y�IQME i FF-TAIL ARIL AREA{ X 1 � 11 D D - D 7, IL S I -oTQIL� ¢ `� NOTES: �. 1Y . 1X 1 1 1Y 1Y i "-0-21" a � c i CC0 -0`'' IPIPE SLOPE gif 0 8-° PIPE SLOPE UP ,i 1-9 N IN T---ff l11 L1Jn rl. _ 1Y p a. a. a' 2f2" RISER UP I �0-11 rI 2 %2" DOWNI TO 1STo in a `- 1 Ya 1i GQ\/E1�EI7 1 2 o _ > - _— FLOOR 3,_31„ C•1°�USI-f f�AD X 1 7 WINE - - - - - - 11 0 - - - - - 5 8 -_ -6-4- - � Y-1N __ - 10 --�-- a a � I -t - ,�I�EA -�` 3'-4j 9—O ] I 1 — — N �4_� i ! ! -11 II 12—U t 5 11 6 10Z /' a °�i -o -a -o Y'�11 Nr i N °° m m I m TASTING PIPE SLOPE UP 'I I I W r-0 CL 0 0 ® AREA F-1 i o II v, � I i -� -� ® -® X 1 r I c c 1- rn � i r I ! [ 14-0 Swommy a OFFICE IMP UP ro � M m / 1 — I i r JG r'-;y - / .,SIDEWALL SPRINKLER 1 / a — C TO PROTE E REMOTE AI;EA =3 ` T �=f �' �`2 Z2 2 2 2 ROLL UP DOOR I 2 2-11 i2-0 12-0 1-7ORDINARY HAZARD #1 / � 9�0 ] / l _ L � �.15 GPM / 1025 SQ. FT. ' / / N SCALE: 3/16"=1'-0" 3'-3�"11 SPRINKLER OPERATIN � In 1� 130 SQ. FT. MAX COVERAGE F4 1Ya / / 1Y / Fa.. 1Y i PRINKLIER a -� 4-1�i. 10-0 10 0 4-1 HOSE DEMAND-250 PIPE SLOPE UP / / / / PIPE 'OPE UP/ �—, Sprinkler Dead schedule / II i of / NE / / / �' RDWILI Y CALCULATED SYSTEM Additional Calculation Information: Sy m b o I Count Thread K—Factor Des r i p t i o n Note •% ;' �, ,/ ^ � E1�UGAdTIQN . N � C� --_'-'-__ - ^ a / This system as shown on STAT FIRE SPRINKLER INC Design Area 10: 1 i company print number SP-100.00 dated 06-10-19 System Type: WET 0 6 1 /21P 5.6 VK300 1 /2 R 155 B UP UPRIGHT SPRINKLER for.1ST FLOOR-WI IE EDUCATION AREA Number of Sprinklers: 11 1 1 - P �)e of:SANNNO VINEYARD rr ow summer 2 1 /2 5.6 VK305 1 /2 R 155 B HSW SIDEWALL SPRINKLER i 5 F2 / F1 l / F10 F11 at:15975 GOLINIt ROUE 4R, GUGHOuUE, NY tt935 Overhead Sprinklers: 231.76 gpm with contract number i ti l Y 1 Y In-Rock Sprinklers: N/A gp:n C ;,i;� II �- ig;, c is designed to discharge of a rate of .15 gpm/ft over Inside. Hoses: 0 m 8 = Total Number of He ds This Floor 4-1Yf 0-0 / / / 10-0 4-1 gp / PIP SLOPE UP = g; NC , an area p tat 4 when supplied with water at a rate of Outside Hoses: 250 m / IPE SLOPE UP / d 9p' 231.76 gpm re 42.09 psi is the lase of the Other Fixed Flows: gpm riser. Hese stream anawance is 250 gpm Total of All Flows; 481.76 gpm I IQZ Occupancy Classification:ORD`iM HA7ARD 11 ! i d a / �,. ice`/ f ,. � m i'�/ri %�'% % / �m//• ,� i �, ° i':> ,: Commodity Classifra6on: Pressure Summa^ Storage Arrangement Maximum Storage Height: Pressure Available from Supply 65.29 psi 1" INSPECTOR TEST 8" � hates: Pressure Required from System: 57.45 psi DRAIN CONNECTION— J Surplus Pressure (Safety): 7.64 psi i INSTALLED AT 7'-0" I Maximum Velocity: 13.64 ft m/sec MAX AFF) i Dry/Preactian System Volume: N/A gal - — o'er SCALE: 3116"=V-0 Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note 2 1 /21P 5.6 VK462 1 /2 QR 155 B CC CONCEALED SPRINKLER 0 2 1 /212 5.6 VK300 1 /2 QR 155 B UP UPRIGHT SPRINKLER 26 1 /2" 5.6 VK302 1 /2 QR 155 B PD PENDENT SPRINKLER 1 /2)2 5.6 VK305 1 /2 QR 155 B HSW SIDEWALL SPRINKLER QX 3 1 2 5.6 VK188 1 /2 Q-3.25 175 CE HSWR DRY EXTENDED COVERAGE SIDEWALL SPRINKLER 42 = Total Number of Heads This Floor i R�vl�laNs N0, DATE DESCRIPTION 1 6-10-19 AS-BUILT SPRINKLER PLAN I _• FRE SPRINKLER CONTRACTOR: I � - N ' \ \ O y I QN o0 O T _ 131 West 35th Street 8th 889 South 2nd Street 4" FIRE SERVICE _ _ - Floor New York, NY 10001 Ronkonkoma, N.Y. 11779 UNDERGROUND -_ _ (212)-706-6032 (631) 981-8000 SUPPLY t 1,.. License 1051-8 ;(': ,..- ,°y,•.>&td w': '>;•' 'y. .sea, a#ar.✓'y :-R.,..r,}„ ,,.. Y: 4 yg... Y.• .:T`' yr .f• wr 'f��' t. a4 C 3 w<.k. ti R � .8. d .. .� 'u$TW 'm y Y"'-f � 1&' °6'4` 4.a'. 7• Lir).n.s. .A. �tl :.'re+Y 8r'. s.�` .� •C.'ya 11� �7,k .49�F.Y 'T,.. YP. ,'s'. .25m.s ;a. � ,"wr w _x.' i �,, F.. .ru h 7. / ..R: .F°+:;; ;} *:sa r.F i.. :1°. •'S �4 Zi .r ,�....{{ Ct7'o ai; ?'F.,., •h r.w: a. i.° ,a :' S•2a w"Y • N Y£ -.�.rTi'.� x3..y; -x-•'1 a 4 :.,p.(3,yy:' ='Y^'1 S `Y,t.. 'v,,n.�.�,,'. f �,,,,.. div. R - - SEE RISER DETAILO uc .. _ .k:'u5°.,�..c..a'rf,.+,.�'a.. ..x..<_s.:a.c 'xe�F`1'f.Lns,.#3s.._� .,al .+ .�• .,., � ...�"4.esL" .L SP-001.00 FOR MORE O k� ..e ' �«.._ . :> �...�•r "� ; . �., ,.�-... � _ �:. .:� °Y DANIELLE SULGER- N.C.F.M LIC 2011SPL00673 INFORMATION o ��` GREG SULGER- C.O.F INSTALLATION # 20006643 !- -t- — — — — — — — — Email: receptionist@statfs.com o BOR ` � � - - - - - - - - o I �—fi,_fi2„ To g _ 16-11 - 00 N N 1 o — IRE SPRINKLER ENGINEER: 0 2�i 23� '" Ken Horan, P.E. Q= �c _ - ( � - - ? 8 3-8 6-2 c � 6-1 2-5 10-11 Y- 0-6 11 e r' 891 Sauth Second Street 8-5 ] 8 5 1 i o [ 8_5 6- 1 I Ronkonkoma, New York 11779 �' n x. .> v . : �. 4'-10" 3-8 P 5t-0" 631-981-8497 BUILDING SECTION i m r--� I 00 SCALE: 3/16"=1'-0" ARCHITECT: 5 -fi I �, ( I ROBERT J. GRUBER ARCHITECT 476 EXPRESSWAY DRIVE SOUTH 0 o r MEDFORD, NY 11763 31 n I I TEL: (631) 654-4949 <� I � � i I I AS BUILT rn � I I L i-1—T—! CONTRACTOR: u 1 I l l l i Imo ", � � I � Q i � o I I .=1N I I I I I CD ANTHONY SANNINO r l I I I I I JUN 10 2019 7490 ALVAHS LANE F -- — — — — — — — — �I ► 1 I I I I I ( ( CUTCHOGUE NY 11935 N 1�J—L L 1 J PRG.9P051=2D 61 d G06_1Jr1t+t5 L � - - - - - - - - - - - -- - - -' - -- - - - - - - - I ( TEL: (631) 767-1751 31 8 I ( I STAT FIRE SPRINKLER/NYC EMAIL: TONYVINO1@GMAILCOM BASEMENT BASEMENT i I I SPRINKLERL I I O,'NER. ANTHONY SANNINO 5TORAc4t/ML-GHAAlIGf4l. SCALE: 3/16"=1'-0" 41-° 0 1 o e 490 ALVAHS LANE FIRE MARSHALS USE ONLY CUTCHOGUE, NY 11935 P ( I TEL: (631) 767-1751 Sprinkler Head Schedule 5'-°" 3' i --5'-°' EMAIL: TONYVIN01 @GMAIL.CODa Symbol Count Thread K—Factor Description Note I •• J PROJECT ADDRESS: 31 1 2" 5.6 VK300 1 /2 QR 155 B UP UPRIGHT SPRINKLR n n i � / / � � SANNINO VINEYARD I n n 31 = Total Number of Heads This Floor �" Q �' o C i o � 15975 COUNTY ROUTE 48 I I I I 1 I I CUTCHOGUE, NY 11935 •- o r- o o rn r- o rn 3" UP TO F.D. i CONNECTION DRAWING TITLE: 1- 3 1 i BASEMENT, 1ST do 2ND FLOOR 4'—°"� 0 0 SPRINKLER PLAt•! _ R� t�^ .ATE: 04-15-19 .K.,SI `fit, ".'-"} yy' ,- DJECT. SANNINO VINEYARD ` DPMN BY: F. MCKENLEY P..-O' Q I 'K BY: G. SULGER UP FREIGHT q,r N10 SCALE: 3 16 v- LIFT N0: ` dVING NO- 15 0:r5 � SP-100.01 Aga- ES`3tQZ''� AO REF: � I 2 OF 2 IT IS A VIOLATION OF ARTICLE 145 OF THE EDUCATION LAW OF THE STATE OF NEW YORK FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER TO ALTER ANY ITEM ON THIS DRAWING AND/OR IN THE DOB JOD ; RELATED SPECIFICATION IN ANY WAY. IF ANY SUCH ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION I TOGETHER WITH A SPECIFIC DESCRIPTION OF THE ALTERATION. i I — *COMPLIANCE WITH 2013 N.F.P.A 13* GEN SPRINKLER lNSTALLATiON NOTES ALL AS-BUILT DRAWINGS WILL BE FORWARDED TO THE FIRE KEY PLAN: W O R K I N S T A L L �� T I O N C R I T E R I A A.H.J. FOR FINAL REVIEW ONCE THEY BECOME AVAILABLE 1 SPRINKLER SYSTEM SHALL BE DESIGNED AS PER NFPA 13, 2013 AND LOCAL AUTHORITY HAVING JURISDICTION PLANS CONFORM TO N.F.P.A. 13, 2013 CONTRACTOR TO PROVIDE A CERTIFICATE STATING THE FIRE PROTECTION SYSTEM IS INSTALLED IN FULL COMPLIANCE WITH 1. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF AREA TO BE PROVIDED WITH SPRINKLER REQUIREMENTS FOR BUILDING OCCUPANCY ALL SPRINKLERS NFPA & LOCAL AHJ CODE REQUIREMENTS AND THAT ALL PROTECTION AND LOCATE EXISTING DUCT WORK WITHIN AREA THAT REQUIRE ADDITIONAL SPRINKLER PROTECTION SHALL HAVE THEIR DEFLECTORS INSTALLED APPLICABLE TESTS HAVE BEEN CONDUCTED @ THE CLOSURE BELOW DUCTS DUE TO INTERFERENCE OF NORMAL SPRAY PATTERN OF SPRINKLER HEADS LOCATED AT UNDERSIDE 2) SPRINKLERS SHALL BE INSTALLED IN ALL CLOSETS AS PER NFPA 13, 2013 SECTION 8.15.8.2 BELOW ROOF AND/OR CEILING ASSEMBLIES OF THE PROJECT OF FLOOR SLAB ABOVE. BETWEEN 8" & 12'" MAXIMUM DEPENDING ON THE A 2" MAIN DRAIN TEST IS TO BE CONDUCTED AFTER THE TYPE OF ROOF AND/OR CEILiNG CONSTRUCTION HYDROSTATIC TEST APPROVED ENCLOSURE 3) SPRINKLERS SHAD. BE INSTALLED IN ALL BATHROOMS (AS DEFINED BY NFPA CHAPTER 3) NFPA 13, 2013, SECTION 8.15.8.1.1 CLASSIFICATION. AN INSPECTORS TEST REPORT IS ALSO TO BE SUBMITTED 2. SPRINKLER INSTALLATIONS SHALL BE COMPLETE WITH ALL FITTINGS PIPES, BRANCHES, TESTS, DRAINS AND THE UNSUPPORTED LENGTH BETWEEN THE END AFTER THE;„HYDROSTATIC TEST„ _ _ _-,, 24 M I N LOW POINTS IN SYSTEM AND HANGERS. 4) ALL MATERIALS AND MEMODS SHALL CONFIRM TO THE REQUIREMENTS OF NFPA 113, 2013 SPRINKLER AND THE LAST HANGER SHALL NOT CONTRACTOR TO PROVIDE TAMPER SWITCHES ON ALL 3. ALL PIPING AND EQUIPMENT SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDING STRUCTURE. BE MORE THAN 36" FOR 1 " PIPE, OR 48" FOR FIRE PROTECTION CONTROL VALVES. WIRING BY OTHERS HANGERS AND SUPPORTS SHALL BE SPECIFICALLY APPROVED FOR USE IN SPRINKLER SYSTEM. 5) THIS SYSTEM HAS BEEN HYDRAULICALLY CALCULATED PER THE DESIGN CRITERIA ABOVE; SEE PRINTED CALCULATION ALL ARMOVERS GREATER THAN 24" SHALL BE NO DRAFT CURTAINS OR ROOF VENTS RE TO BE INSTALLED REPORT FOR DETAILS. SUPPORTED BY A HANGER. WITHIN THE SPRINKLERED AREA'S. 1 " TO 4" PIPE TO BE SUPPORTED WITH 3/8" ALL IN EXPOSED AREAS OF CONSTRUCTION WITH UPRIGHT A. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF HANGER RODS IN REQUIRED 6) STAT ARE SPRINKLER SCOPE OF WORK SHALL BEGINS AFTER TETE 4 INCH FLANGE IN BASEMENT BROUGHT IN BY OTHERS SPRINKLER HEADS DUCT WORK AND OTHER OBSTRUCTIONS LOCATIONS, PROVIDE ADDITIONAL STEEL FRAMING 'AS REQUIRED AND APPROVED. THREAD ROD AND 3/8 HANGER ASSEMBLIES. OVER 48 IN WIDtH SHALL HAVE SPRINKLERS UNDER THEM �o I n 5" TO 6" PIPE TO BE SUPPORTED WITH 1 /2" ALL 4 -_ 4" UNDERGROUND PIPING 7) UNDERGROUND PIPING SHALL BE FLUSHED BEFORE ATTACHING INSTALLATION OF SYSTEM VALVES AS PER NFPA 13, 2013 SECTION THREAD ROD AND 1 /2" HANGER ASSEMBLIES. HYDROSTATIC TEST OF OVERHEAD PIPING @ B. NO SPRINKLER PIPING SHALL BE HUNG FROM THE PIPING OF OTHER TRADES OR DUCTWORK. 10.10.2.1 FIRE DEPARTMENT CONNECTION TO HAVE 200 P.S.I. FOR (2) HOURS. SPRINKLER HANGERS SHALL BE OF HEAVY CONSTRUCTION, SUITABLE FOR THE SIZE OF PIPE TO BE SUPPORTED. THREADS CONSISTENT WITH LOCAL FIRE CONTRACTOR TO NOTIFY FIRE MARSHAL 48 HOURS 8) ALL PIPING FOR WET SYSTEM 2'AND SMALLER TO BE SCHEDULE 40 AND 2Nz'AND LARGER TO BE SCHEDULE 10 DEPARTMENT. FIRE DEPARTMENT CONNECTION IN ADVANCE TO TESTING. 4. SPRINKLER HEADS HAVE BEEN LOCA"ED TO COMPLY WITH SPRINKLER CODE REQUIREMENTS AND ARE TO BE A MINIMUM OF 18" AND A MAXIMUM OF COPY OF CONTRACTORS MATERIAL_ AND TEST BO gl APPROXIMATE. 9) Ail PIPING SHALL BE HYDROSTATICALLY TESTED PER NFPA 13, 2013 SECTION 10.10.2.2 48" ABOVE GRADE. CERTIFICATE TO OWNER. IF HORIZONTAL OVERHEAD DOORS ARE PROVIDED 5. SPRINKLER HEADS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. 10) PROTECTION AGAINST FRET.ZING OF ALL EXPOSED PIPING, SPRINKLERS AND VALVES IS THE RESPONSIR-ury OF THE SPRINKLER PROTECTION SHALL BE PROVIDED ABBREVIATIONS NOTES. OWNER BOTH ABOVE AND BELOW THE DOORS 6. PROVIDE METAL WIRE GUARDS WHERE SPRINKLERS ARE SUBJECT TO DAMAGE, AND SPRINKLER HEADS BEFORE ANY SPRINKLER PIPING IS CONCEALED, LOCATED UNDER HVAC DUCTS IN MECHANICAL EQUIPMENT ROOMS WHEN LOCATED LOWER THAN 7'-0" A.F.F. 11) A WARN;NG SIGN, WITH MINIMUM 1/4' LETTERS SAHL1 BE AFFIXED CH NON-CORROSPdE FASTENERS AWACENT TO THE SPRINKLER CONTRACTOR SHALL NOTIFY FAF— FLANGE ABOVE FINISH FLOOR RPZ PLAN DETAIL \�IPEW 4'WI KINS MODEL 375A RZP ETC. THE MRN SHUT OFF VALVE AND SHALL STATE THE FOLLMING: THE FIRE DEPARTMENT 48 HOURS IN ADVANCE, BACKFLOW ASSEMBLY BY OTHERS WARN'FIG,THE WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLER THAT REOUPE CERTAIN FLOW AND SO THAT THE FIRE DEPARTMENT CAN INSPECT THE BO— I3ACKF`COW--OUTLET ( ) 7. ALL SPRINKLER HEADS THROUGHOUT THE FACILITY SHALL BE OF THE ORDINARY TEMPERATURE RATING SYSTEMS PIPING FOR CONFORMANCE WITH EXCEPT AS FOLLOWS: PRESSURE TO FIGHT A ARE. DEl1.E�S THAT RESTRICT THE FLOW OR DECREASE THE PRESSURE OR AUTOMATICALLY CODE STANDARDS. BI— BACKFLOW INLET SHIN OFF THE WATER TO THE ARE SPRINKLER SYSTEM, SUCH AS WATER SOFTENERS, FILTRATION SYSTEMS AND ECNOT BE ADDED TO THIS SYSTEM WITHOUT ALL PIPING 2" THRU 8" TO BE SCHEDULE 7 BLACK TOR— TOP OF RISER a. SPRINKLER HEADS N SHOWERS SHALL BE OF INTERMEDIATE TEMPERATURE RATING 175' TO 22a SYSTEM BY A. AUTOMATIC SHUT OFF VALVES, SPREVIEW OF THE ARE SPRINKLER STEEL PIPE WITH WELDED OUTLETS AND GROOVED BOR- BOTTOM OF RISER ( ) ARE PROTECTION SPECIALIST. FITTINGS. ALL PIPING 1 " THRU 1 1 /2" TO BE SCHEDULE ABD— AUTOMATIC BAL DRIP b. SPRINKLER HEADS LOCATED CLOSE TO HEATERS, STEAM PIPING OR LOW-PRESSURE BLOW-OFF VALVE ,; ,, , � 40 THREADABLE PIPE WITH CAST IRON THREADABLE SWDR 516 SAMMY SCREW (2") SHALL BE OF THE TEMPERATURE RATING AS REQUIRED BY NFPA 13 12) THE SPRINKLER SYSTEM SHAL.L REQUIRE A MI;d1�1UM OF ROUGH INSPECTION (FOR VERIEICATIO,v OF PI ING, HANGERS, FITTINGS. FDC— FIRE DEPARTMENT CONNECTION TEFL BEAM HYDRO, ETC.) AND A FINAL INSPECTION PRIOR TO OCCUPANCY.THE ARE INSPECTOR SHAH BE NOTIFIED IN ADVANCE ALL VALVES ARE TO BE EQUIPPED WITH IDENTIFICATION DN— DOWN OF THE REQUESTED INSPECTION TAGS PER BOCA NBC SECTIONS 100.6 & 1004.6 AND C. ALL HEAT GENERATING EQUIPMENT WHICH CAN AFFECT THE TEMPERATURE RATHNG OF THE SPRINKLER NFPA 13, SECTION 3-9.4 [O-] PIPE ELEVATION HEADS SHALL BE CLEARLY IDENTIFIED ON THE SHOP DRAWINGS PRIOR TO SUBMISSION FOR APPROVAL. 13) THE HOME OWNER'S MANUAL INSTRUCTION SHALL BE PROVIDED TO THE OWNER PRIOR TO OCCUPANCY. THIS SYSTEM IS TO BE SUPERVISED. THE METHOD OF SUPER- APPROVED TYPE PIPE HANGER APPROVED ENCLOSURE 4" WILKINS MODEL 375A RPZ 3/8" A.T. ROD d. SPRINKLER HEADS IN SKYLIGHTS SHALL BE OF INTERMEDIATE TEMPERATURE RATING (175° TO 225"). 14) TEMPERATURE IN BUILDING SHALL BE KEPT ABOVE 40 VTHE ISION IS SOPEUBJECO IS UNACCEPTABLE.LOCAL ALEFIRE DEPARTMENT. LOCKING UG UNDERGROUND BACKFLOW PREVENTER SWIVEL RING 8. SPRINKLER HEADS MINIMUM FLOW & MINIMUM PRESSURE REQUIREMENTS TO BE: BASED ON HYDRAULIC WATER FLOW SWITCH - ELECTRICAL WIRING CALCULATION DESIGN DENSITIES. 15) DRY TYPE SPRINKLERS TO BE INSTALLED IN AREAS SUBJECTED TO FRET71LdG AND ALARM WIRING TO BE BY OTHERS. 9. ALL SPRINKLER HEAD FINISHES TO BE APPROVED BY OWNER. 16) MAXIMUM DISTANCE FROM DEFLECTOR TO UNDERSIDE OF COLING/DECK TO BE 12 INCHES AUXILIARY DRAINS ON ALL TRAPPED PIPING. 2" MAIN DRAIN - TO DISCHARGE OUTSIDE OR 10. CONTRACTOR TO COORDINATE CONNECTION OF NEW UNDERGROUND PIPING TO EXISTING WATER MAIN. 17 DISTANCE FROM UPRIGHT SFR'"IWIN KLfR TO GER TO BE NO LESS THAN 6 INCHES TO A DRAIN CAPABLE OF ACCEPTING THE hOVW. PROVIDE ALL FLUSHING AND CLEANING PER LOCAL JURISDICTION REQUIREMENTS. ) NOTES TO THE OWNER _ HYDRAULIC PLACARDS - TO BE MOUNTED ON B0 11. PRIVATE FIRE SERVICE MAINS AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 18) MINIMUM DISTANCE BETWEEN SPRINKLER TO BE 6'-0' THE RISER. THE SPRINKLER SYSTEM MUST BE MAINTAINED AND TESTED gl 24 AND THE REQUIREMENTS OF THE LOCAL JURISDICTION REQUIREMENTS SPARE HEAD CABINET WITH SPRINKLERS OF REGULARLY BY THE OWNER OR HIS AGENTS IN ACCORDANCE 19) MAXIMUM DISTANCE BETWEEN SPRINKLERS TO BE 15-0' EACH TYPE, AND WRENCH. WITH NFPA 25 REQUIREMENTS. 12. ALL PROPOSED SPRINKLER HEADS ARE IN COMPLIANCE WITH NFPA 13 & ARE, ACCEPTABLE To BE BALL DRIP ON CHECK VALVE FOR FIRE DEPARTMENT CONNECTION THE OWNER IS TO MAINTAIN SUFFICIENT HEAT THROUGHOUT THE HANGER NO. 1 USED IN THE INDICATED AREA. 20) MINIMUM DISTANCE FROM SPRINKLER TO WALL TO BE 4 INCHES PREMISES TO PREVENT SYSTEM FREEZING. SAMMY SCREW ' INSPECTORS TEST CONNECTION (IF REQUIRED tl; 13. ALL PROPOSED SPRINKLER HEADS ARE IN COMPLIANCE WITH NFPA 13 REQLT.--,EMENTS FOR POSITION, 21) MAXIMUM DISTANCE FROM WALL TO SPRINKLER TO BE 7'-6' OFF ACCEPTING THE SFDLO'h.FRSIGHT GLASS ASPREQE. TOMAINTAINIS SYSTEM. TENANTS OF PROPER CARE NECESSARY N.T.S. LOCATION, SPACING & USE OF SPRINKLER HEADS IT IS THE INTENT OF THESE NOTES AND DRAWfINGS IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY III 14. FIRE PUMP/VALVE ROOM MUST BE HEATED AT ALL TIME. TO COMPLY WITH ALL APPLICABLE PAMPHLETS OF THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. N.F.P.A. AND BOCA ALL OF WHICH ARE AS FULLY A -" PART OF THIS DRAWfNG AS IF HEREIN SET OUT RE-ENFORCED VERBATIMOR, IF NOT ATTACHED, AS IF HERETO 12�" MIN, AIR GAP ATTACHED. >? 0 CONCRETE PAD 30 MAX, WITH DRAIN ALL PIPING TO BE PITCHED PER NFPA13 0 Sp 1P A O TOP BEAM CLAMP ,P,DEpl. 2" MIN 7 T . rrrrrr 7,—r7- r I 18" TO 36" PLATE MARKED rrr rr rr rrr p ALL THREAD R°° AUTO SPKR r rr rr -77 RZP SECTION DETAIL a rr rr �� � �. FIRE DEPT. CONN. rrr rrr I - GRADE 3" klIN. rr rrr I N.T.S. „ 4 UNDERGROUND SUPPLY HANGER RING SIAMESE (VOTE RESIDENTIAL FIRE DEPT CONNECTION SHALL BE ON A STREET FRONT OF THE �-- f' BLDG. ACCESSIBLE FOR FIRE DEPARTMENT USE WITH OUT A POTENTIAL 1" X ARMOVER HANGER NO. 1 HAZARD. (SEE PLAN) TOP BEAM CLAMP - 16" BARREL FIRE DEPT. CONNECTION TYPICAL HANGER TYPICAL HANGER No scALENO SCALE TYPICAL RECESSED SIDEWALL 1 TEE W� PLU 1 -- SAMMY Screw Rad 1 -- All Thread Rod SPRINKLER ®ETA I L - — 1 -- Ring 1 -- Ring SCALE: NOT TO SCALE 1 "X 0'-2" NIPPLE -- _. 1 -- Sammy SWG WATER FLOW AND TAMPER SWITCH 3" CHECK VALVE TOR VERTICAL WOOD SAMIDIY SCREW SIDEWINDER WOOD SAMMY SCREW ( 1 ���(SEE PLAN) SHALL BE INTERCONNECTED INTO 1'-IT - GST 10 1' - SWG 10 THE BUILDING FIRE ALARM SYSTEM 2'-3' - GST 20 1X-2° - SING 20 BPANCHLINE- ALL WIRING AND APPROVALS BY —+---- - .-3" TO SPRINKLER 4' UP - GST 25 2,T UP - SING 25 ALARM CONTRACTOR. O SYSTEM �CEILING DECK(CONSTRUCTION&HEIGHT VARIES) DETAIL NOTES: FLOW SWITCH— ° LISTED SPRINKLER HEAD GUARD (), ALL UPRIGHT SPRINKLERS SHAD.HAS THEIR 1 " X 1 /2" R.C. - 0 22"Max I DEFLECTORS INSTALLED PER NEPA 13, 2013 O STANDARD SPRAY QUICK RESPONSE 3 �'2'cREDt CGHR7 SPRIPi�J_ER a CHRQCHROME DRY SIDEWALL HEAD G�a a r a ®PIPE DIAMETERS 1"TrtRU 2"TO BE SCHEDULE 40 -CONCEALED W/ ESCT. 1"X 1 / PIPE DIAMETERS 2-1/2' THRU 4'TO DE SCHEDULE 10 DRY SIDEWALL SPRINKLER DETAIL ELECTRIC BELL PIPING FOR BRANCH LINES PIPING FOR MAINS SUSPENDED CEILING 3 V PIPE NIPPLE I 3" VIKING MODEL E-1 II ® _ LENGTHS VARY) 2�/, to1 to 2„ WELDED THREADED ZRISER CHECK VALVE PIPING OUTLET I Sch. #40 o Sch. X40TYP . RETURN E D ASSEMBLY 3” BUTTERFLY VALVE Sch. #10 Sch. #10 2" MAIN DRAIN W/TAMPER SWITCH REVISIONS 1-1 i2'THRU 4" NE sI ' SPRINKL RFPIPIN!:.OR - NQ, DATE DESCRIPTION � B.L.T./ XL L� B.L.T./ XL SPRINKLER PotAIN FI"ifJG ElBRIASS UPRIGHT SPRINKLER I j Dyna—Trd 0 Dyna—Flo 1 6-10-19 AS-BUILT SPRINKLER PLAN SCALE: NOT TO SCALE ALL SPACES BETWEEN PIPES AND ` D Dyna—Flo 0 BlaseMaster (V & 3") SLEEVES SHALL BE PACKED FULL — I [� W.L.S. DEPTH WITH MINERAL WOOL OR OTHER ° 6 HEAD BOX CPUC (3/4"to 2") EQUALLY FIRE RESISTIVE MATERIAL W HEAD WRENCH FIBERGLASS SHALL NOT BE USED). CONNECTION. THREADS ALL FITTINGS TO BE UL/ 3x2SINGLE FD FM APPROVED ( SLEEVE CLEARANCE SHALL N T ! TO MATCH FD THREAD BLASEMASTER MEA X43488—M (Pipe & Fittings) EXCEED 1/2" BETWEEN PIPE AND TYPE 4" FIRE SERVICE SLEEVE. PREFER. FROM REMOTE � a0��a UNDERGROUND SUPPLY BRANCH LINE „ FROM CONCRETE VAULT I ARE SPRINKLER CONTRACTOR: { DRAIN DISCHARGE OUTSIDE 3 (SPLASH BLOCK TO FINISH ESCUTHEON PLATE FLUS INSTALLED) I " ..... ° AGAINST WALL. SIZE TO COMPLETELY G "'. COVER OPENING. 1" TEST VA. IN Q® a ACCESSIBLE LOCATION AUTOMATIC BALL DRIP I BOR ;; M.J. 90 ELL CONCRETE ANCHOR 3 8" HILTI DROP—IN I THRUST BLOCK MAX DISTANCE BETWEEN HANGERS 99999= Raw mmmm ALL THREAD ROD 45' EL W/ CORROSION RES. (LENGTH NOTED) NOMINAL PIPE SIZE (IN.) PIPE OUTLET EQ. TO SPRINKLER . _ RISER DETAIL ' 1 " •f 1 - 1 /4 1 - 1 /2 11 - 1 /2" 2" 2- 1 /2 11 - 1 /z" 3" 4" PIPE SLEEVE 131 'fest 35th Street 8th 889 South 2nd Street ADJ. SWIVEL MAX F-T. Floor New York, NY 10001 Ronkonkoma, N.Y. 11779 NO SCALE INSTALL UNDERGROUND AS PER ''PIPE RING, NFPA13 �cl-wi 40 , z-❑ , z-❑ 1 s-❑ 1 5-0 1 s-❑ , -a 1 5-0 (212)-706-6032 (631) 981-8000 N.F.P.A. 24 AND WATER COMPANY MAX FT. BETWEEN PIPE AND INSULATION TO BE ALL OR PARTITION License # 1051-B REQUIREMENTS SCH 1 ❑ 1 2-0 1 2-❑ 1 z-❑ 1 2-❑ 1 2-❑ 1 2-❑ 1 2-❑ CENTERED IN SLEEVE- DO NOT SUPPORT PIPE FROM SLEEVE. a , D _ DANIELLE SULGER- N.C.F.M LIC# 2011SPL00673 RANGER No. 05 / GREG SULGER- C.O.F INSTALLATION # 20006643 NTS Email: receptianistCstatfs.com FIRE RATED WALL DETAIL OF PIPING THRU WET P P E S�`S T E TEST C O P� E C T I 0 N •�,� r� FIRE SPRIP,�SLER ENGINEER: 1 V. 1. S. I I Ken Horan, P.E. 891 South Second Street Ronkonkoma, New York 11779 631-981-8497 ARCHITECT: ROBERT J. GRUBER ARCHITECT A L�✓AHS LANE 476 EXPRESSWAY DRIVE SOUTH AS BUILT MEDFORD, NY 11763 TEL: (631) 654-4949 JUN 10 2019 CONTRACTOR: ANTHONY SANNINO 7490 ALVAHS LANE STAT FIRE SPRINKLER/NYC CUTCHOGUE, NY 11935 TEL: (631) 767-1751 ADJACENT PROPERTIES 3x2 Y sIN LE FD EMAIL: TONY'VlN01C�GMAIL.COM CONNECTION. ONNECT! N.THREADS EXISTING CITY MAN TO MATCH D THREAD OWNER: ANTHONY SANNINO T ELECTRIC L-"LL FIRE MARSHAL'S USE ONL7490 ALVAHS LANEY CUTCHOGUE, NY 11935 I a"FIREROUNSERVICE TEL: (631) 767-1751 UNDERGROUND SUPPLY EMAIL: TONYVINO1@GMAIL.COM I —-- -- HOT BOX WITHRPZ BACKFLOVN1__�__4"CURB BOX PROJECT ADDRESS: (SEE DETAIL THIS oQ PROVIDED BY CITY OF SHEET) q CUTCHOGUE(2'-0" uj FROM CURB) SANNINO VINEYARD 15975COUNTYROUTE 48 CUTCHOGUE, NY 11935 AREA OF WORK O - 15975 CR 413 CUTCHOGUEI 1 1935 DRAWING TITLE: s SECTION: 1000 SPRINKLER NOTES & DETAILS BLOCK: 101-1 LOT: 14.8 O n!+ DATE✓ 4-15-19 y11, PROJECT- SANNINO VINEYARD �CK WN B:BY: FG.MSKLGER ENLEY kWINC SCALE: N.T.S. NO:1 �' A•���'� T D ING N0: SP-001.01 PLOT �j min 4 � � Io REF: z OF z FIRE HYDRANT �� !35?� � F N.T.S. IT IS A VIOLATION OF ARTICLE 14.5 OF THE EDUCATION LAW OF THE STATE OF NEW YORK FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER TO ALTER ANY ITEM ON THIS DRAWING AND/OR IN THE DOB JOB ; RELATED SPECIFICATION IN ANY WAY. IF ANY SUCH ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAT_ AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION TOGETHER WITH A SPECIFIC DESCRIPTION OF THE ALTERATION. *COMPLIANCE WITH 2013 N.F.P.A 13* KEY PLAN: 3x2 Y2 SINGLE FD CONNECTION. THREADS TO MATCH FD THREAD 3" RISER UP FROM TYPE E lo-o I\ BASEMENT ELECTRIC BELL ....................... 2 2 510-8J X 2 12-0 12-0 -94, CO) 1 Co X>1- 14-0 E14-0 ct NOME FETAIL AFZEA D D I - W W Uj -010IL 1'_ E-111 .1+ 0- a. 0 IL 1y NOTES: 0221�_ 0 0 4 (n -Tye-0 U) PIPE SLOPE 8-0 PIPE-SLAPE.VP1_ Uj 00 rL O 2 Y2" RISER U 1Y T CD 0-11 11�4 LO X 2 Y2" DOWN TO I ST 4 2� 0112,USH PAD JJ-7 - - - - - - L_ - - - - _ __4_ ­_ � .1 F1 FLOOR 3 -3; RODUOTION 11-0 A 6-4 F OPEN TO BELOW ASEA 9-0 N I NE Z 2 C14 00 _U 4-1 M M M T65TIN6 2-11 12-0 0- 5 7, PIPE SLOPE UP cn cn r- r- _-) W 1-11 W 0 0 0 IL IL _0 -0 0 0 1'A M M I M _j CD X> C C E14-0 ash2 T 2 2 OFFICE- HEE j / PIPE S�OPE UP ' ► I N, 61 I i - - _0 o / / / 4 -M M M S/ Cn (n 0 0 0 SIDEWALL SPRINKLER 'V -0 T _OC::�i M 2 2 Z_37 2 M M_ TO PROTECT BELOW & C C NARY HAZAF ROLL UP DOOR REMOTE AREA 3--3 _Z_T)f 2 I D #1 9 11 —_ 12-0 -0 -7Y ORDINARY �A 2ND FLOOR SPRINKLER PLAN 12 — 1 .15 GPM / 1025 SQ. FT. C-q-1 ii, "04 '4 11 SPRINKLER OPERATING Xul) - C4 SCALE: 3/16"=V-0" F3 IV ' 13 7�q 1 y CF9 7 130 SQ. FT. MAX COVERAGE PER 1X4 CF1 0 170 SPRINKLER 10-0 10 *0 4 1 L J HOSE DEMIAND-250 PIPE SLOPE UP PIPES OPE UP/ IZ-1 Sprinkler Head schedule CID z HYDRALIUMY CULARD SYSTEM Addliiionri Cal,-Vafion InformoFon: Symbol EPQCA�TION Count Thread K—Factor Des qription Note C) This system as shown on STAT FIRE SPRINKLER INC Design Area ID: —A company print number SP-100.00 dated 06-10-19 System Type: WET 6 1 /211 5.6--- for IST FLOOR-WINE EDUCATION AREA Number of, Sprinklers: 11 0 VK300 1 /2 R 155 B UP UPRIGHT SPRINKLER Z 12 of:SANNINO VINEYARD now Summall., P -- - 5 F2 F11 5)e 6 at:15975 COUNTY ROUTE 488, CUTCHOCUE, NY 11935 Overhead Sprinklers: 231.76 qpm -4 1 /2" 5.6 VK305 1 /2 JR 155 B HSVV SIDEWALL SPRINKLER 1 X y 19 witth contract number. In-Rack Sprinklers: N/A gpm V is designed to discharge at a rate of .15 qpm/ft over 4-111 PI SLOPE 0-0 / f , 10-0 4-1 Inside Hoses: 0 qpm 8 Total Number of He ds This Floor P. S LOPE Up IPE SLOPE UP an am of 1025 It when supplied with water at a rate of Outside Hos,-s: KN 231.76 gprn at 42.09 psi at the base of the 250 gpm Other Rxed� Flows: gpm (iser. Hose stream allowance is 250 gpm Total of All Flows: 481.76 gpm Occupancy Classification:ORDIKITY HAZARD 1-1 Commodity Classification: Storage Arrangement- Maximum Storage Height: Pressure Available from Supply. 65.290 I" INSPECTOR TEST & Notes: Pressure Required from System: 57.45 psii DRAIN CONNECTION Surplus Pressure (Safety): 7.8�,psi (INSTALLED AT 7'-0" MAX AFF) Maximum Velocity: 13.64 ft/m/sec Dri/Preaction System Volume* N/A gal _,r.__4,11ST FLOOR SPRINKLER PLAN SCALE: 3/16"=V-0" Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note 2 1/2" 5.6 VK462 1 /2 QR 155 B CC CONCEALED SPRINKLER 0 2 1 /2" 5.6 VK300 1 /2 QR 155 B UP UPRIGHT SPRINKLER (71) 26 1 /2" 5.6 VK302 1 /2 QR 155 B PD PENDENT SPRINKLER .44 9 1 /222 5.6 VK305 1 /2 QR 155 B HSW SIDEWALL SPRINKLER <X 3 V1 5.6 VK188 1 /2 Q-3.25 175 CE HSVVR DRY EXTENDED COVERAGE SIDEWALL SPRINKLER 42 Total Number of Heads This Floor REVISIONS No, DESCIRP-11ON 1 6-10-19 AS-BUILT SPRINKLER PLAN M-1 PRE SPRINKLER COWRACTOR: (D C14 4 Waal& 00 0 T 4" FIRE SERVICE 00 131 West 35th Street 8th 889 South 2nd Street UNDERGROUND Floor New York, NY 10001 Ronkonkoma, N.Y. 11779 SUPPLY I L (212)-706-6032 (631) 981-8000 SEE RISER DETAIL ON Li License # 1051-B x.0gig SP-001.00 FOR MORE . ..... DANIELLE SULGER- N.C.F.M LICA 2011 SPL00673 INFORMATION n GREG SULGER- C.O.F INSTALLATION # 20006643 0 TO (�)R Email: receptionist0statfs.corn co 16-11 1 _F L -J— 1 1 �6 -61---------I- 2 T _0 '4 _17 LO FIRE SPRINKLER ENGINEER: to 0-6 -8 3-8 6-2 6-1 2-5 10 Ken Horan, P.E. Nr4 1 6-11 891 South Second Street 8-5 8_-5 -1 3-8 7 C E 8-5 CD T T Ronkonkoma, New York 11779 LO 5'-0 631-981-8497 Z" 00 F _Z911 BUILDING SECTION —51-6'0 00 SCALE: 3/16"=1'-0" ARCHITECT. C-0 T ROBERT J. GRUBER ARCHITECT _171;CI) 476 EXPRESSWAY DRIVE SOUTH co MEDFORD, NY 11763 (.0 1 F-7 CY) 21 1 TEL: (631) 654-4949 C" AS BUILT "It I I ls� I 'Tt I CONTRACTOR: ANTHONY SANNINO JUN 10 2019 7490 ALVAHS LANE J_A I_L_1__Lj PROPOSEi>&IRDS E 4 COLUMNS L -J— =L CUTCHOGUE, NY 11935 1 Y4 TEL: (631) 767-1751 3-8 STAT FIRE SPRINKLER/NYC EMAIL: TONYViNO1@GMAIL.COM m-,e.13ASEMENT SPRINKLER PLAN E365EMENT SCALE: 3/16"=I'-O" -.-*--4'-0 ��XICAL C� CD C) OWNER: ANTHONY SANNINO C) is 1 7490 ALVAHS LANE Sprinkler Head Schedule �5'_0 3'-6" 51_01 FIRE MARSHAL'S USE ONLY CUTCHOGUE, NY 11935 TEL: (631) 767-1751 EMAIL: TONYVINOII@GMAILCOM Symbol Count Thread K-Factor Description Note L I 0 31 1 /2" 5.6 VK300 1 /2 QR 155 B UP UPRIGHT SPRINKLR F__1 F-1 PROJECT ADDRESS: 31 Total Number of Heads This Floor C) M C) CD C) SANNINO VINEYARD I I _15Z 1 15975 COUNTY ROUTE 48 3" UP TO F.D. CUTCHOGUE, NY 11935 CONNECTION DRAWING TITLE: BASEMENT, 1ST & 2ND FLOOR 4'-0"y-, 0 SPRINKLE PLAN DATE: 04-15-19 PROJECT: SANNINO VINEYARD 0' uP NPRAWN BY. F. MCKENLEY FREE I(��Hl 03 WWIN' SCALE:3/16,4-0, C LIFT J NO: 'INC NO. SP-100.01 07 7'-" F FF:C CAD REF. IT IS A VIOLATION OF ARTICLE 145 OF THE EDUCATION LAW OF THE STATE OF NEW YORK FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF I 2 P 5 0 A-1 3,111 A LICENSED ENGINEER TO ALTER ANY ITEM ON THIS DRAWING AND/OR IN THE DOB JOB RELATED SPECIFICATION IN ANY WAY. IF ANY SUCH ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DACE OF SUCH ALTERATION TOGETHER WITH A SPECIFIC DESCRIPTION OF THE ALTERATION. *COMPLIANCE WITH 2013 N.F.P.A 13* GENLTUU SPRINKLER INSTALLATION NOTES ALL AS-BUILT DRAWINGS WILL BE FORWARDED TO THE FIRE 0 PLAN: W O R K I N S T A L L A T I O N C R I T E R I A A.H.J. FOR FINAL REVIEW ONCE THEY BECOME AVAILABLE PLANS CONFORM TO N.F.P.A. 13 2013 CONTRACTOR TO PROVIDE A CERTIFICATE STATING THE FIRE 1) SPRINKLER SYSTEM SHALL BE DESIGNED AS PER NEPA 13, 2013 AND LOCAL AUTHORITY HAVING JURISDICTION ' PROTECTION SYSTEM IS INSTALLED IN FULL COMPLIANCE WITH 1. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF AREA TO BE PROVIDED WITH SPRINKLER REQUIREMENTS FOR BUILDING OCCUPANCY ALL SPRINKLERS NFPA & LOCAL AHJ CODE REQUIREMENTS AND THAT ALL PROTECTION AND LOCATE EXISTING DUCT WORK WITHIN AREA THAT REQUIRE ADDITIONAL SPRINKLER PROTECTION SHALL HAVE THEIR DEFLE6TORS INSTALLED APPLICABLE TESTS HAVE BEEN CONDUCTED @ THE CLOSURE BELOW DUCTS DUE TO INTERFERENCE OF NORMAL SPRAY PATTERN OF SPRINKLER HEADS LOCATED AT UNDERSIDE 2) SPRINKLERS SHALL BE INSTALLED IN ALL CLOSETS AS PER NFPA 13, 2013 SECTION 8.15.8.2 BELOW ROOF AND/OR CEILING ASSEMBLIES OF THE PROJECT OF FLOOR SLAB ABOVE. BETWEEN 8" & 12" MAXIMUM DEPENDING ON THE A 2" MAIN DRAIN TEST IS TO BE CONDUCTED AFTER THE TYPE OF ROOF AND/OR CEILiNG CONSTRUCTION HYDROSTATIC TEST APPROVED ENCLOSURE 4» 2. SPRINKLER INSTALLATIONS SHALL BE COMPLETE WITH ALL FITTINGS PIPES, BRANCHES, TESTS, DRAINS AND 3) SPRINKLERS SHALL BE INSTALLED IN ALL BATHROOMS (AS DEFINED BY NFPA CHAPTER 3) NFPA 13, 2013, SECTION 8.15.8.1.1 CLASSIFICATION. AN INSPECTORS TEST REPORT IS ALSO TO BE SUBMITTED THE UNSUPPORTED LENGTH BETWEEN THE END AFTER THE HYDROSTATIC TEST LOW POINTS IN SYSTEM AND HANGERS. MIN 4) ALL MATERIALS AND METHODS SHALL CONFIRM TO THE REQUIREMENTS OF NFPA 113, 2013 SPRINKLER AND THE LAST HANGER SHALL_ NOT CONTRACTOR TO PROVIDE TAMPER SWITCHES ON ALL 3. ALL PIPING AND EQUIPMENT SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDING STRUCTURE. BE MORE THAN 36" FOR 1 " PIPE, OR 48" FOR FIRE PROTECTION CONTROL VALVES. (WIRING BY OTHERS) HANGERS AND SUPPORTS SHALL BE SPECIFICALLY APPROVED FOR USE IN SPRINKLER SYSTEM. 5) THIS SYSTEM HAS BEEN HYDRAULICALLY CALCULATED PER THE DESIGN CRITERIA AI30VE; SEE PRINTED CALCULATION ALL ARMOVERS GREATER THAN 24" SHALL BE NO DRAFT CURTAINS OR ROOF VENTS ARE TO BE INSTALLED REPORT FOR DETAILS. SUPPORTED BY A HANGER. WITHIN THE SPRINKLERED AREA'S. cPb W A. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF HANGER RODS IN REQUIRED - - _- 1 " TO 4" PIPE TO BE SUPPORTED WITH 3/8" ALL IN EXPOSED AREAS OF CONSTRUCTION HITH UPRIGHT 6) STAT ARE SPRINKLER SCOPE OF WORK SHALL BEGINS AFTER THE 4 INCH FLANGE IN BASEMENT BROUGHT IN BY OTHERS SPRINKLER HEADS DUCT WORK AND OTHER OBSTRUCTIONS y LOCATIONS, PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND APPROVED. THREAD ROD AND 3/8 HANGER ASSEMBLIES. OVER 48 IN WIDTH SHALL HAVE SPRINKLERS UNDER THEM �� 5" TO 6" PIPE TO BE SUPPORTED WITH 1 /2" ALL a "4 ® �° ® a 7) UNDERGROUND PIPING SHALL BE FLUSHED BEFORE ATTACHNG INSTALLATION OF SYSTEM VALVES AS PER NFPA 13, 2013 SECTION THREAD ROD AND 1 /2" HANGER ASSEMBLIES. HYDROSTATIC TESTOF OVERHEAD PIPING @ _ 4 UNDERGROUND WIPING HANGERS SHIALLLER PIPING SHALL BE HUNG BE OF HEAVY CONSTRUCTONRFM THE SUI ABLEPIFORGTHE OTHER OFRPIPESTORBEUS SUPPORTED. 10.10.2.1 FIRE DEPARTMENT CONNECTION TO HAVE CONTRACTOR TOR ((NOTIFY®FIRE MARSHALS. 4ER 8HOURS THREADS CONSISTENT WITH LOCAL FIRE IN ADVANCE TO TESTING. 8) ALL PIPING FOR WET SYSTEM 2'AND SMALLER TO BE SCHEDULE 40 AND 2)'AND LARGER TO BE SCHEDULE 10 DEPARTMENT. FIRE DEPARTMENT CONNECTION 4. SPRINKLER HEADS HAVE BEEN LOCATED TO COMPLY WITH SPRINKLER CODE REQUIREMENTS AND ARE TO BE A MINIMUM OF 18" AND A MAXIMUM OF COPY OF CONTRACTORS MATERIAL AND TEST BO BI APPROXIMATE. 9) ALL PIPING SHALL BE HYDROSTATiCALLYTESTED PER NFPA 13, 2013 SECTION 10.10.2.2 48" ABOVE GRADE. CERTIFICATE TO OWNER. IF HORIZONTAL OVERHEAD DOORS ARE PROVIDED, NOTES: 5. SPRINKLER HEADS SHALL BE INSTALLED AS PER MANJFACTURER'S RECOMMENDATIONS. 10) PROTECTION AGAINST FREEZING OF ALL EXPOSED PIPING, SPRINKLERS AND VALVES IS THE RESPONSIB'I_ITY OF THE SPRINKLER PROTECTION SHALL BE PROVIDED ABBREVIATIONS 6. PROVIDE METAL WIRE GUARDS WHERE SPRINKLERS ARE SUBJECT TO DAMAGE, AND SPRINKLER HEADS OWNER BOTH ABOVE AND BELOW THE DOORS BEFORE ANY SPRINKLER PIPING IS CONCEALED' LOCATED UNDER HVAC DUCTS IN MECHANICAL EQUIPMENT ROOMS WHEN LOCATED LOWER THAN 7'-0" A.F.F. 11) A WARNING SIGN, WITH MINIMUM Ile LETTERS SAHLI_ BE AFFIXED WITH NON-CORROSIVE FASTENERS ADJACENT TO THE SPRINKLER CONTRACTOR SHALL NOTIFY NEW 4'WILIKINS MODEL 375A RZP ETC. THE MAIN SHUT OFF VALVE AIND SHALL STATE THE FOLLOWING: THE FIRE DEPARTMENT 48 HOURS IN ADVANCE, FAF- FLANGE ABOVE FINISH FLOOR RPZ PLAN DETAIL WARNING, THE WATER SYSTEM FOR THIS HOME SUPPLIES ARE SPRINKLER THAT REQUIRE CERTAIN FLOW AND SO THAT THE FIRE DEPARTMENT CAN INSPECT THE BO- BACKFLOW OUTLET BACKFLOW ASSEMBLY(BY OTHERS) 7. ALL SPRINKLER HEADS THROUGHOUT THE FACILITY SHALL BE OF THE ORDINARY TEMPERATURE RATING PRESSURE TO FIGHT A FIRE. DEVICES THAT RESTRICT THE FLOW OF DECREASE THE PRESSURE OR AUTOMATICALLY SYSTEMS PIPING FOR CONFORMANCE WITH BI- BACKFLOW INLET N.T.S. EXCEPT AS FOLLOWS: SHUT OFF THE WATER TO THE FIRE SPRINKLER SYSTEIJ, SUCH AS WATER SOFTENERS, FILTRATION SYSTEMS AND CODE STANDARDS. TOR- TOP OF RISER AUTOMATIC SHUT OFF VALVES, SRALL NOT BE ADDED TO THIS SYSTEM WITHOUT RDf'EW OF THE ARE SPRINKLER ALL PIPING 2 THRU 8 TO BE SCHEDULE 7 BLACK a. SPRINKLER HEADS IN SHOWERS SHALL BE OF INTERMEDIATE TEMPERATURE RATING (175' TO 225'). SYSTEM BY AFIRE PROTECTION SPECLAUST. STEEL PIPE WITH WELDED OUTLETS AND GROOVED BOR- BOTTOM OF RISER FITTINGS. ALL PIPING 11 " THRU 1 1 /2" TO BE SCHEDULE ABD- AUTOMATIC BAL DRIP b. SPRINKLER HEADS LOCATED CLOSE TO HEATERS, STEAM PIPING OR LOW-PRESSURE BLOW-OFF VALVEr 40 THREADABLE PIPE WITH CAST IRON THREADABLE SWDR 516 SAMMY SCREW (2") SHALL BE OF THE TEMPERATURE RATING AS REQUIRED BY NFPA 13 12) THE SPRINKLER SYSTEM SHALL REQUIRE A MINIMUM OF ROUGH INSPECTION (FOR VERIFICATION Of PIPING, HANGERS, FITTINGS. FDC- FIRE DEPARTMENT CONNECTION TEFL BEAM HYDRO, ETC.) AND A FINAL INSPECTION PRIOR TO OCCUPANCY.THE ARE INSPECTOR SHALL BE NOTIFIED IN ADVANCE ALL VALVES ARE TO BE EQUIPPED WITH IDENTIFICATION D N- DOWN C. ALL HEAT GENERATING EQUIPMENT WHICHCAN AFFECT THE TEMPERATURE RATIPIG OF THE REQUESTED INSPECTION TAGS PER BOCA NBC SECTIONS 100.6 & 1004.6 AND OF THE SPRINKLER NFPA 13 SECTION 3-9.4 [0-] PIPE ELEVATION HEADS SHALL BE CLEARLY IDENTIFIED ON THE SHOP DRAWINGS PRIOR TO SUBMISSION FOR APPROVAL. 13) THE HOME OWNER'S MANUAL INSTRUCTION SHALL BE PROVIDED TO THE OWNER PRIOR TO OCCUPANCY. THIS SYSTEtTI TO BE SUPERVISED. THE METHOD OF SUPER- / APPROVED TYPE PIPE HANGER APPROVED ENCLOSURE 4" WILKINS !MODEL 375A RPZ IS 3/8" A.T. ROD d. SPRINKLER HEADS IN SKYLIGHTS 'SHALL BE OF INTERMEDIATE TEMPERATURE RATING (175' TO 225'). Ir VISION ISSUBJECTTO THE LOCAL FIRE DEPARTMENT. LOCKING UG UNDERGROUND 14) TEMPERATURE IN BUILDING SPALL BE KEPT ABOVE 40' THE VALVES OPEN IS UNACCEPTABLE. BACKFLOW P REVENTER SWIVEL RING 8. SPRINKLER HEADS MINIMUM FLOW & MINIMUM PRESSURE REQUIREMENTS TO BE BASED ON HYDRAULIC WATER FLOW SWITCH - ELECTRICAL WIRING CALCULATION DESIGN DENSITIES. 15) DRY TYPE SPRINKLERS TO BE INSTALLED IN AREAS SUBJECTED TO FREEZING AND ALARM WIRING TO BE BY OTHERS. 9. ALL SPRINKLER HEAD FINISHES TO BE APPROVED BY OWNER. 16) MAXIMUM DISTANCE FROM Dr1ECTOR TO UNDERSIDE OF CEILING/DECK TO BE 12 INCHES AUXILIARY DRAINS ON ALL TRAPPED PIPING. 2" MAIN DRAIN - TO DISCHARGE OUTSIDE OR I 10. CONTRACTOR TO COORDINATE CONNECTION OF NEIN UNDERGROUND PIPING TO EXISTING WATER MAIN. 17) DISTANCE FROM UPR!G.NT SPRINKLER TO HANGER TO BE NO LESS THAN 6 INCHES TO A DRAIN CAPABLE OF ACCEPTING THE hOW. NOTES TO THE OWNER PROVIDE ALL FLUSHING AND CLEANING PER LOCAL JURISDICTION REQUIREMENTS. HYDRAULIC PLACARDS - TO BE MOUNTED ON BO 66�_� 11. PRIVATE FIRE SERVICE MAINS AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 18) MINIMUM DISTANCE BETWEEN SPRIhIKLER TO BE 6'-0' THE RISER. THE SPRINKLER SYSTEM MUST BE MAINTAINED AND TESTED BI SPARE HEAD CABINET WITH SPRINKLERS OF REGULARLY BY THE OWNER OR HIS AGENTS IN ACCORDANCE 24 AND THE REQUIREMENTS OF THE LOCAL JURISDICTION REQUIREMENTS -- -��- --------- --- 19) MAXIMUM DISTANCE BLTWEIN SPRIWIERS TO BE 15'-0' EACH TYPE, AND WRENCH. WITH NFPA 25 REQUIREMENTS. HANGER NO. 1 12. ALL PROPOSED SPRINKLER HEADS ARE IN COMPLIANCE WITH NFPA 13 & ARE ACCEPTABLE TO BE BALL DRIP ON CHECK VALVE FOR FIRE DEPAr I-MENT CONNECTION THE OWNER IS TO MAINTAIN SUFFICIENT HEAT THROUGHOUT THE USED IN THE INDICATED AREA. 20) MINIMUM DISTANCE FROM SPRINFLFR TO WPJ.L TO BE 4 INCHES INSPECTORS TEST CONNECTION (IF REQUIRED PREMISES TO PREVENT SYSTEM FREEZING. SAMMY SCREW 13. ALL PROPOSED SPRINKLER HEADS ARE IN COMPLIANCE WITH NFPA 13 REQL.'IT'TMENTS FOR POSITION, 21) MAXIMUM DISTANCE FROM WALL TO SPRINKLER TO BE 7'-6" OFF ACCEPTING THE DISCHARGE SFLOV�.ORSIGHT GTO A LASS ASAIN p�EQE. TOEMANTAIN OWNER ITHE OSYS ORM TENANTS OF PROPER CARE NECESSARY N.T.S. LOCATION, SPACING & USE OF SPRINKLER HEADS IT IS THE INTENT OF THESE NOTES AND DRAWINGS IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, ILi; Z 14. FIRE PUMP/VALVE ROOM MUST BE HEATED AT ALL TIME. TO COMPLY WITH ALL APPLICABLE PAMPHLETS OF THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. _ N.F.P.A. AND BOCA ALL OF WHICH ARE AS FULLY A RE-ENFORCED PART OF THIS DRAIANG AS IF HEREIN SET OUT VERBATIM OR, IF NOT ATTACHED, AS IF HERETO � 12;� MIN. �- AIR GAP 4 � CONCRETE PAD 30 MAX. WITH DRAIN ALL PIPING TO BE PITCHED PER NFPA13 0 SP�� i I 0 (_0 ' TOP BEAM CLAMP 'p 2" MIN. 1 r rrr rr r r I r r T 18" TO 36' r r r r ALL THREAD ROD PLATE MARKED r rrr rrr rr 4.. ., RZP SECTION DETAIL a AUTO SPKR FIRE DEPT. CONN.- r rr r rr I _ —� N.T. . GRADE 3" MIN. rr rrr _____ \-4" UNDERGROUND SUPPLY HANGER RING SIAMESE NOTE l Ii RESIDENTIAL FIRE DEPT. CONNECTION SHALL BE ON A STREET FRONT OF THE _ -�--- L-- BLDG. ACCESSIBLE FOR FIRE DEPARTMENT USE WITH OUT A POTENTIAL 1" X ARMOVER HANGER NO. 1 HAZARD. TOP BEAM CLAMP 00 (SEE PLAN) I — 16" BARREL FIRE DEPT. CONNECTION TYPICAL HANGER TYPICAL HANGER SCALE TYPICAL PECESsED SIDE ALL_ 1„ TEE `/ PLU 1 -- SAMMY Screw Rod 1 __ All Thread Rod SPRINKLER DETAIL 1 -_ Ring 1 -- Ring SCALE: NOT TO SCALE 1"X 0'-2" NIPPLE ' 1 -- Sammy SWG _ WATER FLOW AND TAMPER SWITCH 3" CHECK VALVE TOR VERTICAL WOOD SAMMY SCREW SIDEWINDER WOOD SAMMY SCREW (SEE PLAN) SHALL BE INTERCONNECTED INTO 1"-lT - GST 10 1" - SWG 10 I THE BUILDING FIRE ALARM SYSTEM 2"-3" - GST 20 14-2" - SWO 20 BRANCH LIME-------.F°' ALL WIRING AND APPROVALS BY -+-----___3" TO SPRINKLER 4" UP - GST 25 X UP - SWG 25 ALARM CONTRACTOR. ° ° ° ° -- SYSTEM /CEILING DECK(CONSTRUCTION &HEIGHT VARIES) DETAIL NOTES: „ " FLOW SWITCH- I 1 X 1 /2" R.C. LISTED SPRINKLER HEAD GUARD Q ALL UPRIGHT SPRINKLERS SHAD.. HAVE THEIR 22"MAX DEFLECTORS INSTALLED PER NFPA 13, 2013 � 0 STANDARD SPRAYOUICKRESP,NSE. CHROME DRY SIDEWALL HEAD 1"X BRASS12'R DPRIGR7 SPRIN✓LER SCHEDULE o ]a o�oQ PIPE DIAMETERS 1"THRU 2' TO BE 40 ----CONCEALED W/ ESOT. w / PIPE:DIAMETERS 2-1/2" THRU 4`TO BE _ ®� SCHEDULE 10 ELECTRIC BELL 1`0PIPING FOR BRANCH LINES PIPING FOR MAINS 3 VPIPE NIPPLE DRY SIDEWALL SPRINKLER DETAIL SUSPENDED CEILING 3" VIKING MODEL E-1 __ - — ---• LENGTHS VARY; __ �p /I RIDER I.iHEOiK "ACNE 1 to 2 2/'� to CJ ,',WELDED TI,IREADED PIPING OUT LET ® Sch. #40 EII Sch. #40 TYP" . 3" BUTTERFLY VALVE 0 Sch. #10 D�Kl Sch. #10 0 ! I W/TAMPER SWITCH �1-,12"THRU R" 2" MAIN DRAIN \BRANCHLINE PIPING OR I Ni'1`I1IdN�1 B.L.T./ XL 17-71B.L.T./ M11AIN NG B.L.T./ XL I +G. DESCRI, PTON AS-R,,IL:T ST',>;.NKLFR PLAN ' � Dyna--Trd 17-71 Dyna-Flo DRABS LJPR11�1HT SPRINKLER s'-,,, P,, R SCALE: NOT TO SCALE ALL SPACES BETWEEN PIPES AN ° 0 Dyna-Flo BlaseMaster (2Y & 3") SLEEVES SHALL BE PACKED FULL [� W.L.S. DEPTH WITH MINERAL WOOL OR OTHER �._ HEAD BOX 0 CPUC (3/4"to 2") EQUALLY FIRE RESISTIVE MATERIAL W HEAD WRENCH I ' 3x2Ya SINGLE FD (FIBERGLASS SHALL NOT BE USED). - - r— CONNECTION. THREADS ALL FITTINGS TO BE UL/FM APPROVED SLEEVE CLEARANCE SHALL NOT ---- -� TO MATCH FD THREAD BLASEMASTER MEA #43488-M (Pipe & Fittings) EXCEED 1/2" BETWEEN PIPE AND TYPE -4 FIRE SERVICE I .-- SLEEVE. PREFER. FROM REMOTE_•J( BRANCf, LINE __.. __._._._._..._..._ _�...y o UNDERGROUND SUPPLY _ I FIRE SPRINKLER COL,'TRArTOR: ° FROM CONCRETE VAULT _ _ DRAIN DISCHARGE OUTSIDE 3 W__ _ 579 (SPLASH BLOCK TO ° _ a a °.. . FINISH ESCUTHEON PLATE FLUS INSTALLED o " ° d AGAINST WALL. SIZE TO COMPLETELY , ° ° Q 1" TEST VA. 4,} UG d COVER OPENING. ' L All A. ACCESSIBLE LOCATION AUTOMATIC BALL DRIP i BOR ° M.J. 90 RLL CONCRETE ANCHOR 4 THRUST BLOCK 3/8" HILTI DROP-IN MAX DISTANCE BETWEEN HANGERS `��') 1 LI JC15 � ALL THREAD ROD 45' EL W/ CORROSION RES. OUTLET EO. TO SPRINKLER .. - NOMINAL PIPE SIZE (IN.) �� '- I , (LENGTH NOTED) PIPE - •_. 131 t�'est 35th Street 8th 889 South 2nd Street � ADJ. SWIVEL MAX FT. PIPE SLEEVE—/ �' ` RISER DETAIL 1 " 1 - 1 /4" 1 - 1 /2" 2" 2- 1 /2" 3" 4° "aC"" r�"' tj�;)la:. .�.✓ Floor New York, NY 10001 Ronkonkoma, N.Y. 11779 .SCALE INSTALL UNDERGROUND AS PER PIPE RING, NFPA13'' EiETV9/EEN SCH 40 12-0 12-0 15-0 1 5-0 1 5-0 15-0 15-0 (212)-706-6032 (631) 981-8000 { N.F.P.A.#24 AND WATER COMPANY I MAX FT. PIPE AND INSULATION TO BE License # 1051-B REQUIREMENTS sc�Ej® 1 2-0 1 2-0 1 2-0 1 z-0 1 2-0 1 2-0 1 2-0 CENTERED IN SLEEVE- DO NOT ALL OR PARTITION SUPPORT PIPE FROM SLEEVE. , ➢ ` . -- DANIELLE SULGER- N.C.F.M LIC# 2011SPL 00673 HANGER No. 05 GREG SULGER- C.O.F INSTALLATION # 20006643 NTS Email: receptionist@statfs.com DETAIL OF PIPING THRU WET PIPE S Y IS T E TEST CONNECTION _ FIRE RATED WALL IRE SPRIN"(LFR ENGINEER: N. �' ' ' Ken Horan, P.E. - 891 South Second Street Ronkonkoma, New York 11779 631-981-8497 ARCHITECT: ROBERT J. GRUBER ARCHITECT ALMAHS LANE I LT 476 EXPRESSWAY DRIVE SOUiHAS E3 U 1 MEDFORD, NY 11763 TEL: (631) 654-4949 I 1 L i N 10 2 I I I CONTRA,170R: ANTHONY SANNINO I _ 7490 ALVAHS LAND STAT FIRE [ PF,iNKL_r_R//NyC -., ,OGL,,r ELr_, NY 11935 II - TEL: (631) 7�7 17 51 ( EMAIL: 10NYVIN01 @GMAIL.COM DACE PROPERTIES !� 3x2%Z SN(3LF.FD �rc coNNEcrI rs.THREADS TO TIN CITY MAINEMAIL: SANNINO TO MATCHrJ THREAD OWNER- ANTHONY I 7490 ALVAHS LANE ELECTRIC' ELL FIRE MARSHAL'S USE ONLY CUTCHOGUE, NY 11935 4"FIRE SERVICE /—UNDERGROUND TEL (631) 767-1751 SUPPLY EMAIL: TONYVIN01 @GMAIL.COM HOT BOX WITH RPZ CURS BOX PROJECT ADDRESS: 7 — BACKFLOW 4" I (SEE DETAIL THIS cc PROVIDED BY CITY OF CUTCHOGUE(T-D" SANNINO VINEYARD SHEET) FROM CURB) 15975 J COUNTY U TY ROUTE 48 a CUTCHOGUE, NY 11935 AREA OF WORK � 0 15975 CR 4 �. DRAWING TITLE: CUTCHOGUE, 11935 I SECTION: 1000 ~ SPRINKLER NOTES do DLTAILS BLOC16: 101-1 LOT: 14.8 I 0 I; 19R �-� ATE: 04-15-19 110 )- PROJECT: SANNINO YINLI'ARD DRAWN BY: F. MCKENLFY 4,�` ° � NECK BY: G. SULGER !,s 0.1n ,��... .A�r:�k4a � fJltlV SCALE: N.T.S. L s ' ^y ,c�4}' 'tB NO: SP-001.01 �- PLOT PLANOA 4 •, FIRE HYDRANT ICADREF: a OF z N.T.S. _ IT IS A VIOLATION OF ARTICLE 145 OF THE EDUCATION LAW OF THE STATE OF �- � NEW YORK FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER TO ALTER ANY ITEM ON THIS DRAWING AND/OR IN THE DOR JOB ; RELATED SPECIFICATION IN ANY WAY. IF ANY SUCH ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION TOGETHER WITH A SPECIFIC DESCRIPTION OF THE ALTERATION.