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Building Permits 11.77,56,57,80 Paint Spray Booth
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Pig 09- L. e t MA) 5527 LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID \ I J 1IMME/1 tt3 • � (Name) R � h ' i + , 1s c r I e .41 V C' (Phone) 16 sa — £/I) / c 00 (Address) 33 8 Ca C. © o ,A,. 0,.ae0co d 1-4.14.e. e P.,' s 4 44.e r mot) 6'3; 7 APPLICANT (Name) 5 a.ta.e le Vl- t' it 0e 4.7 I (Phone) SO "7'” 33 ^' 7,,," (Address) /5 269 0 /4d,00014 " Teel; r ' tit., e i i , ,y '7°'et o, e h ot.,14 / 3'(" e) R / (Address) (City) (Zip Code) ■ �g (Contact Person) t,. e, a Aft �, oee �"' 7 (Phone) SO - 13' --° 7 1 7,r`" APPLICANT SIGNATURE °' «ate "" DATE ., i f/ APPLICANT PLEASE COMPLETE BELOW ANEW CONSTRUCTION ❑ REPLACEMENT ❑ ALTERATIONS FURNACE MAKE AND MODEL 6,,reH 4. e'eJ M,, ec' o A-;. FUEL AA. d'ct ✓ec, I FLUE SIZE RETURN OPENINGS INPUT OUTPUT , t rta ( V TYPE OF SYSTEM BEATING OR POWER PLANT 4 ❑Wafm Air Plants PLEASE NOTE: Air Conditioner (] Steam Units and Fireplaces Cannot Encroach El Gravity ❑ Hot Water ID Mechanical ❑ Radiation into Required Side Yard Setbacks. ❑Air Conditioning El Special Devices Fireplaces with Box Additions or ID/Vent. System ❑ Other Devices Cantilevers to the Outside of Buildings Require a Building Permit. FIREPLACE MAKE AND MODEL FEE SCHEDULE Industrial, Commercial & Multi- Family 1% of job cost Residential, Gas Fireplace $49.50 $49.50 minimum Residential, Heating & A/C (New Construction) $149.50 Residential, Additions & Alterations $49.50 Residential, Heating Only (New Construction) $64.50 Residential, AC Only $49.50 Estimated Cost $ 38 ? 0 C) Building Permit # / tie Minnesota Statutes § 32613,141 38� .2.2 S U' R C U ARGli" has been changed ini one HEATING PERMIT FEE $ year effect'N c STATE SURCHARGE $ S. Qt ,fury 1, 2010. aantil ,tuna: 30, 2011. TOTAL PERMIT FEE $ 3 $ 9.2z The minimum surcharge fur a "fixed fee" permit (Office Use Only) is ,s,.,5, beginning July 1, 2010 Thi: , 7 a I h omes Your Building Permit When Approved Paid Receipt � j;io.O . `7 t ( Date �/ D By (,'� ai YYni ill D a te 7 ( i � 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 A, PRIO4 ,..). - t CITY OF PRIOR LAKE BUILDING PERMIT, Date Recd TEMPORARY CERTIFICATE OF ZONING COMPLIANCE U z _ v -S-11/( °' AND UTILITY CONNECTION PERMIT v i. white File 2. . PERMIT NO . Pink City l I_ J 3. Yellow Applicant (Please type or print and sign at bottom) ADDRESS ZONING (office use) S e s'It1 .,j 4., a of L l.1 LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER et" Pro (Name) r s (Phone) (Address) BUILDER (Company Name) V 1 KZ A., (Phone) 6S7^ S'S P- 3 2 3 7 (Contact Name) p o u ; -S G ti. ( w- 6. tfi (Phone) n SI (Si sr $ - 2 3 1 (Address) '6 Yd rK A v 4.. . $1. Pa.... ( ( #4—t ' 5 TYPE OF WORK ❑ New Construction ['Deck ❑Porch ❑Re- Roofing ❑Re- Siding ['Lower Level Finish El Fireplace ['Addition ['Alteration ['Utility Connection CODE: I.R.C. ❑ ❑I.B.C. ,0"Misc: 5e ✓ I ^ k- l' ( 2 Type of Construction: I 11 III 1V V A B Occupancy Group: A B E F III MR S U PROJECT COST /VALUE $ VI O b O, O a Division: 1 2 3 4 5 (excluding land) I hereby certify tha I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above -menti ned perty and that I construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building officia \can re oke i permit fo i t cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X ea. 045— 2(2 (II \ ignature Contractor's License No. Date Permit Valuation Park Support Fee # $ Permit Fee $ SAC # $ Plan Check Fee $ Water Meter Size 5/8 "; 1 "; $ State Surcharge $ Pressure Reducer $ Penalty $ Sewer /Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE $ z 1 1. b0 /0 o • comes Your Building Permit When Approved Paid ( Receipt No. t Z. D5- Q Date 0 2 —4 )— ■ 1 By J' 6 2A71/( l _ 47 11 Ting Official Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 ,...----' Date We'd CITY OF PRIOR LAKE PLUMBING PERMIT 1, Z Ce . / / -6 tie i ig . [PERMIT NO. 1 00 9 3. Yellow Applicuol (Please type or print and sign at bottom) .. ADDRESS CD ZONING (office use) ..-.S W 0 C—d0+k Co In ‘ 0 Oa L—DLVV2-- 1 r% Dr La-102-- LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER ----• .... (Name) k— ni Pr Q ( i uk_e.t S _ (Phone) C t - 3 Z 1 4-40 61100 c --, (Address) 53 W:) C-0 — 1 - 1041 U0 0 e, CL____ I -- ;o L-4=Lk.g.. ilan . J APPLICAN,,,,T , , Re6 t (Name) 1— Da' t k:, t:* c Pti...t_vvlb I k ttA t vva (phone) CO --• 35 if- ((Mug (Address) 51 a"4 r &I kb:a. tei i b 4 . A. Inn • SS o al (Address) (City) (Zip Code) (Contact Person) NI A l de-- /__i.__, Z- (Phone) . 1).7 . 7 — 3 (4 712 q aq APPLICANT SIGNATURE DATE _ ...._ APPLICANT PLEASE COMPLETE BELOW Quantity Type of Fixture Quantity Type of Fixture Bath Tub with or without shower Rough-ins Dishwasher Water Heater Floor Drain Water Softener Lavatory (Bathroom Sink) Stand Pipe (Washing Machine) Laundry ( or 2 compartment sink Sewage Ejector Shower Stall Backflow Assembly Sinks Backflow Assembly Test Bar Sink Lawn Sprinkler Water Closet (Toilet) J Other L j. 1 rea_d +0 fri0e4ae...- ?fttgbuset... 1,30614te , FEE SCHEDULE Industrial, Commercial & Multi-family 1% °gob cost with a $49.50 minimum Residential, New One & Two-Family $149.50 Residential, Additions & Alterations $49,50 ...„ 0 0 Building Permit # - - • Th -- The Minnesota Statutes § 326B.148 st $ 07 0 ti "SURCHARGE" has been changed for one year effective PLUMBING PERMIT FEE $ e ' i , % July 1, 2010, until June 30, 2011. STATE SURCHARGE $ * 0 The minimum sirreliarge for a "fixed fee" permit TOTAL PERMIT FEE $ _ k Is beginning July I, 20i 0 A --- . This Aptiticatii B omes Your Building Per . t Wh • Approved Paid 5 ..57.) Receipt No. 6Z-6 Z.6 . - itlf ' .. . ... , 1 2 5 i Date / Z.4- if By Bnilding • Tidal ' Dat - cli ---- ----- -- ---- 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 l , , ._ CITY OF PRIOR LAKE Date Reed c.s, N HEATING/AIR CONDITIONING/FIREPLACE PERMIT /. 26 , l / 7 *tr, z) i '::"..) _,,_ 1 - NtIvEs6t* i zk F,;,e PERMIT NO. t 1 . 0 05 3. Yellow APPneant • (Please type or print and sign at bottom) _ ADDRESS ZONING (office use) • 6 . 3 q 0 CCo 44 ' 0 .4 t..0 43 e h Levi".1./ c-- o e La4-4...... _ -- LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PIP ...„ OWNER —...,- • (Name) rri P. .r.7,c a AA, tk Z (Phone) cisz.,-- Litio-/z,00 _..., (Address) 5 - s ,sD _ e _ 1 2 _ 1 4 o i l Lo av et 1----A— _r- APPLICANT (NameL. F:74-4 t ti 0 C P 1 (Phone) (Address) _ 4 ( It,46.i..r F I bta...14. Me) . SSC:4Di. (Address) (City) (Zip Code) (Contact Person) N; 4 • ..0.0—e (Phone) 4 50 - 7 3.4 -Co 4 04 ■-- _ APPLICANT SIGNATURE APPLICANT PLEASE COMPLETE BELOW lir •NEW CONSTRUCTION 0 REPLACEMENT 0 ALTERATIONS FURNACE MAKE AND ,•' 11 DEL A o+ s v ci q 4 A A14.4 .645 ,.... FLUE SIZE RETURN OPENINGS ...-----CIZIPUT - 55:9 1 000bUTPCJT TYPE OF SYSTEM HEATING OR POWER PLANT PLEASE NOTE: Air Conditioner OWann Air Plants 0 Steam Units and Fireplaces Cannot Encroach 0Gravity 0 Hot Water into Required Side Yard Setbacks. 0 Mechanical 0 Radiation DAir C,onditioning )g,Spccial Devices $404S 9 . 0c., Fireplaces with Box Additions or Cantilevers to the Outside ot Buildings OVent. System 0 Other Devices _ ........ LOaltu a r,_ ..... _ Require a Building Permit. FIREPLACE MAKE AND MODEL _ _........_ .....-.. FEE SCHEDULE Industrial, Commercial & Multi-Family I% of job cost Residential, Gas Fireplace $49.50 $49.50 minimum Residential, Heating & A/C (New Construction) $149.50 Residential, Additions & Alterations $49.50 Residential, Heating Only (New Construction) $64.50 Residential, AC Only $49.50 Estimated Cost $ 1/ 3 /S 2 -- Building Permit #___„, The Minnesota Statutes § 32611.148 ztr? , .. "SlIRCIIARGI" has been changed need lin one HEATING PERMIT FEE $ year elk:Owe STATE SURCHARGE $ N,..4 , 00 . , inly 1, 2010, no tit .1 u tie 30, 20 I I . TOTAL PERMIT FEE $ 5 , ,60, i he minimum surcharge for a fixed lee permit (Office Use O1 nly) is S'i, beginning July I. 2010 7 , This Ap i heat' it' e ' me 1 ,ontiVing Permit When i proveti Paid 5-4 5-0 Receipt No.& 2, 0 z 5 _ 41 — L ;•.,!!' • — — — BM din11 i 20 I g chit 111, —...,7 Dale . ...... _ . 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 December 5, 2008 Sprinkler 13e STANDARD RESPONSE TECHNICAL DATA ELO UPRIGHT AND PENDENT SPRINKLERS (STORAGE - DENSITY /AREA) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269 -945 -9501 Technical Services 877 - 384 -5464 Fax: 269 - 945 -4495 Email: techsvcs @vikingcorp.com 1. DESCRIPTION The Viking Standard Response ELO Upright and Pendent Sprinklers are they- • ,, � mosensitive glass bulb spray sprinklers available in several different finishes and { ° temperature ratings to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In ad- &a dition, these coatings have been investigated for installation in corrosive atmos- pheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon® and Polyester coat- ings as corrosion resistant.) The extra -large orifice provides greater flows at lower pressures than standard orifice or large orifice sprinklers. This feature allows reduced pipe sizing for hydraulically Upright Pendent calculated sprinkler systems, which require high densities of water. Viking Standard Response Extra -Large Orifice Sprinklers may eliminate the need for a fire pump or reduce the size of the pump if it is required. On existing systems, replacing large orifice sprinklers with extra -large orifice sprinklers may provide the higher densities required to allow an increase in the hazard classification of an occupancy. Viking standard response sprinklers may be ordered and /or used as open sprinklers (glass bulb and pip cap assembly removed) on deluge systems. Refer to Ordering Instructions on page 13f. 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class 2009 NYC Approved: MEA 89 -92 -E, Volume 3 NOTE: Upright Sprinkler VK530 and Pendent Sprinkler VK536 are Listed and Approved as Specific Application Sprinklers as indicated in Design Criteria on page 13h. Refer the Approval Chart on page 13g and Design Criteria on page 13h for cULus Listing and FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Viking Technical Data may be found on Available since 1992. The Viking Corporation's Web site at Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to http: / /www.vikinggroupinc.com. 500 psi (34.5 bar). The Web site may include a more recent Thread size: 3/4" NPT or 20 mm BSP edition of this Technical Data Page. Nominal K- Factor: 11.2 U.S. (161.3 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. Glass -bulb fluid temperature rated to -65 °F ( -55 °C) Overall Length: 2- 5/16" (58.7 mm) Material Standards: Sprinkler Frame: Brass UNS- C84400 Deflector: Brass UNS- C26000 Bulb: Glass, nominal 5 mm diameter Pip Cap and Insert Assembly: Copper UNS- C11000 and Stainless Steel UNS- S30400 Compression Screw: Brass UNS- C36000 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape For Teflon® Coated Sprinklers: Belleville Spring- Exposed, Screw - Nickel Plated, Pip Cap - Teflon® Coated For Polyester Coated Sprinklers: Belleville Spring- Exposed Ordering Information: (Also refer to the current Viking price list.) Order Standard Response Extra -Large Orifice Upright and Pendent Sprinklers 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. Form No. F_010692 Replaces page 13e -i dated April 4, 2008. (Added FM Approval for Sprinkler VK536.) Sprinkler 13f December 5, 2008 NIIIQNG STANDARD RESPONSE TECHNICAL DATA ELO UPRIGHT AND PENDENT SPRINKLERS (STORAGE- DENSITY /AREA) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269- 945 -9501 Technical Services 877 - 384 -5464 Fax: 269- 945 -4495 Email: techsvcs @vikingcorp.com Finish Suffix: Brass = A, Chrome-Enloy® F, White Polyester = M -/W, Black Polyester = M - /B, Black Teflon® = N, Wax Coated = C Temperature Suffix ( °F / °C): 155 ° /68° = B, 175 ° /79° = D, 200 ° /93° = E, 286°/141° = G, OPEN = Z (Teflon® only). For example, sprinkler VK530 with a Brass finish and a 155 °F/68 °C temperature rating = Part No. 09679AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 05118CW/B (available since 1981). B. Wrench for recessed pendent and /or coated sprinklers: Part No. 11663W/B ** (available since 2001) * *A 'A" ratchet is required (not available from Viking). 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, when the temperature around the sprinkler reaches its operating temperature, the heat - sensitive liquid in the glass bulb expands, causing the bulb 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 Viking Standard Response Extra -Large Orifice Upright and Pendent Sprinklers 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. Protective 1 '2 ��i' Nit N t Sprinkler Wrench Shield Flat ROCA A ,R Figure 1: Upright Sprinkler VK530 and Wrench 05118CW/B December 5, 2008 Sprinker 13g STANDARD RESPONSE TECHNICAL DATA ELO UPRIGHT AND PENDENT SPRINKLERS (STORAGE- DENSITY /AREA) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269 - 945 -9501 Technical Services 877 - 384 -5464 Fax: 269 - 945 -4495 Email: techsvcs @vikingcorp.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES «*„ �• �.,:® a,��� "Ta �` .. r• 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- Enloy®, White Polyester, Black Polyester, and Black Teflon° Corrosion - Resistant Coatings': White Polyester, Black Polyester, and Black Teflon° in all temperature ratings. Wax- Coated Brass for sprinklers with the following temperature ratings: 155 °F (68 °C) Lt. Brown Wax 175 °F (79 °C) Brown Wax 200 °F (93 °C) Brown Wax 286 °F (141 °C) Dk. Brown Wax Footnotes 1 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 on page 13g. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coat- ings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon° coatings. For Teflon° coated open sprinklers only, the waterway is coated. Wax melting point is 170 °F (76 °C) for 286 °F (141 °C) temperature rated sprinklers. A 4 , gait • p A J 4 t } df) 9 » t ' „cz ".d '1 G'� _ '�- ��� �w� ., '��1 �1 41'� .. .rld�@ a ll�p_ 4a i 1; t !' diszti , -_ ,1 ... ` , 4e .. .,e r✓A Nominal Listings and Approvals' Base Part SIN Sprinkler Thread Size K- Factor Overall Length (Refer also to Design Criteria on pg 13h.) Number' Style NPT BSP U.S. metric' Inches I mm cULus _ FM NYC' 09679 VK530 Upright 3/4" — 11.2 161.3 2 -5/16 58.7 A5, B3, C4 B2 -- 14819 VK530 Upright -- 20 mm 11.2 161.3 2 -5/16 58.7 A5, B3, C4 B2 -- 07961 VK536 Pendent 3/4" -- 11.2 161.3 2 -5/16 58.7 B3X, C3Y, C4X B1X B3X, C3Y, C4X 14820 VK536 Pendent -- 20 mm 11.2 161.3 2 -5/16 58.7 B3X, C3Y, C4X B1X — Approved Finishes Approved Temperature Ratings 1 - Brass Escutcheons A 286 °F (141 °C) 2 - Brass and Chrome- Enlor' X - Standard surface - mounted escutcheons or the B - 155 °F (68 °C), 175 °F (79 °C), 200 °F 3 - Brass, Chrome- Enlo?', White Polyester, Black Microfast''' Model F -1 Adjustable Escutcheon (93 °C), and 286 °F (141 °C) Polyesters, and Black Teflon ® Y - Standard surface- mounted escutcheons or the C - 155 °F (68 °C), 175 °F (79 °C), and 4 - Wax- Coated Brass (corrosion resistant) Microfast* Model F -1 Adjustable Escutcheon, 200 °F (93 °C) 5 - Brass with 200 °F (93 °C) Wax Coating (corrosion or recessed with the Micromatie Model E -1 or resistant); Maximum ambient ceiling temperature E -2 Recessed Escutcheon = 150 °F (65 °C). Footnotes 1 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. 4 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5 cULus Listed as corrosion- resistant. 'Accepted for use, City of New York Department of Buildings, MEA Number 89 -92 -E, Vol. 3. Sprinkler 13h December 5, 2008 VINING STANDARD RESPONSE TECHNICAL DATA ELO UPRIGHT AND PENDENT SPRINKLERS (STORAGE- DENSITY /AREA) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269- 945 -9501 Technical Services 877 - 384 -5464 Fax: 269 - 945 -4495 Email: techsvcs @vikingcorp.com Oaltkrifft W • 4 o cULus Listing Requirements; Standard Response Extra -Large Orifice Upright Sprinkler VK530 and Pendent Sprinkler VK536 are cULus Listed for installation in ac- cordance with the latest edition of NFPA 13 for standard upright and pendent spray sprinklers: • Designed for use in hazard occupancies up to and including Extra - Hazard Group II with a minimum operating pressure of 7 psi (0.5 bar). • Sprinklers VK530 and VK536 are also cULus Listed for use in High -Piled Storage Occupancies as defined in NFPA 13 with a minimum operating pressure of 7 psi (0.5 bar). • The sprinkler installation and obstruction rules contained in NFPA 13 for standard spray upright and pendent sprinklers must be followed. FM Approval Requirements; Standard Response Extra -Large Orifice Upright Sprinkler VK530 and Pendent Sprinkler VK536 are FM Approved as control mode den- sity /area (CMDA) sprinklers for use in Ordinary and Extra - Hazard Occupancies, as well as High -Piled Storage Occupancies with a minimum operating pressure of 10 PSI (0.7 bar). Refer to the latest applicable FM Loss Prevention Data Sheets (including 2 -8N and 8 -9) 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 deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus andlor NFPA criteria. Also: When acceptable to the Authority Having Jurisdiction, Viking Standard Response Extra -Large Orifice Sprinklers VK530 and VK536 may be used as specific - application heads with a density of .6/2000 ft. for wet systems or .6/2600 ft. for dry systems to protect single -, double -, multiple -row, and portable rack storage of Class I -IV, Group A and B Plastics, cartoned, expanded or unexpanded, as well as exposed unexpended when the following conditions are met: • A maximum storage height of 20 ft. (6.1 m). • A maximum ceiling height of 25 ft. (7.6 m). • A 36 -inch (914 mm) minimum clearance from the deflector to the top of storage. Otherwise, design to the appropriate density /area requirements. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to pages SR1 -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. -Ell ma — I I 1 i e�w Est /Ill .n>,inIII\ /Ilb,''T I\ WIN QO O Ijl I;rl Sprinkler Wrench - = _• 11663W/BmoK roust be used for Installing recessed Sprinkler VK536 Step 1' Carefully slide the wrench sideways — — around the deflector 1 and protective shield. *A Step 2, Carefully press the A 1/2' ratchet is required P y P (Note the orientation of (not available from Viking), wrench upward and turn slightly the shield In the wrench,) to ensure engagement with the sprinkler wrench flats. Figure 2: Wrench 11663W/B for Coated and /or Recessed Pendent ELO Sprinklers December 5, 2008 Sprinker 13i STANDARD RESPONSE NII(ING TECHNICAL DATA ELO UPRIGHT AND PENDENT SPRINKLERS (STORAGE - DENSITY /AREA) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269 -945 -9501 Technical Services 877- 384 -5464 Fax: 269- 945 -4495 Email: techsvcs @vikingcorp.com 1 -3/4" 3/4" (20 mm) — – �= (44.5 mm) —� — -- NPTl M ------ ----- W t P i , A .P>.iin I) I IIE_yin>;iin \II\ ;, 2- 5/16" r; ; i l I� • ^? 1 - 3 4 ' � !ii.,- 1 -5/8" l (58.7 mm) (44.5 m) 2- 5/16" (41 mm) 1 ) :. L. (59 mm) Illvniirgli `,j am � � 1 -1/4" 1 f-� _1 Installed with a 1/8" (3.1 mm) standard 3/4" (32 mm) surface – mounted escutcheon (20 mm) Upright Sprinkler Pendent Sprinkler 09679 (VK530) 07961 (VK536) Figure 3: Sprinkler Dimensions Ceiling Opening Size: 2- 5/16" (58.7 mm) minimum 2 -1/8" 2 -1/2" (63.5 mm) maximum 2-1/8" (54 mm) 2 -1/8" (54 mm) (54 mm) — .m om ' 1 = — = 1 I ,,, ..; Ail 1 -7 (36.5 mm) I 1- 15/16" I � ' II � I 1 -1/8" 1 -1/8" I r (28.6 mm) l ( 49.2 mm ) Minimum ll 1 - 3 / 4" 1 '' ' I (28.6 mm) 2 \ % Minimum Maximum _ -_ _ 1 44 mm ` Minimum (51 mm - , Maximum ( ) Maximum ._ -- - - -_. _ _ ._ –. Installed with a Microfast Model F -1 Adjustable Escutcheon Installed with a Micromatic Installed with a Model E -2 Model E -1 Recessed Escutcheon Thread –on Recessed Escutcheon Figure 4: Pendent Sprinkler VK536 Dimensions with the Model F -1, Model E -1 and E -2 Recessed Escutcheons ( *1M1M.G AUTOMATIC SPRINKLER CO. Settin g The Standard••• 71 Viking Automatic Sprinkler Co. 1301 L'Orient St. St. Paul, MN 55117 651 - 558 -3300 Job Name : EM PRODUCTS PIT Building : EXTRA HAZARD Location : 5380 COTTONWOOD LN System : 1 Contract : 228392 Data File : phillips.WX2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Viking Automatic Sprinkler Co. Page 1 EM PRODUCTS PIT Date 020211 Hydraulic Design Information Sheet Name - EM PRODUCTS Date - 01/31/11 Location - 5380 COTTONWOOD LN Building - EXTRA HAZARD System No. - 1 Contractor - VIKING AUTOMATIC SPRINKLER Contract No. - 228392 Calculated By - DAVID SCHLUNDT Drawing No. - 1 Construction: ( ) Combustible (X) Non - Combustible Ceiling Height - 24' Occupancy - PAINTBOOTH S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 (X) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C (X) Figure 11.2.3.1.5 Curve EXTRA HAZARD S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - AREA System Type Sprinkler /Nozzle Density - .4 (X) Wet Make RELIABLE D Area Per Sprinkler - 100 ( ) Dry Model E Elevation at Highest Outlet - 11' ( ) Deluge Size 3/4 S Hose Allowance - Inside - ( ) Preaction K- Factor 11.2 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 500 N Note Calculation Flow Required - 204.144 Press Required - 62.23 Summary C- Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - 10:00 Rated Cap.- Elev.- E Static Press - 85 @ Press - R Residual Press - 82 Elev. - Well Flow - 1700 Proof Flow S Elevation - U P Location - EM PRODUCTS P L Source of Information - CITY OF PRIOR LAKE Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • O V O N N O M N co O N • O O N • O N N CO Lo " . - U) (0 O N a) c ( i a _ , cp o E (15 E co @a ) a ) � a)a)(B N O _ m TT T W (n (n �` (n T N I N Z3 rNN O OM (p c3OOQIIOu 0 co o co O O Q co U) CO � r _ Z E L O co ' a) r � O U C U a) L() O • > • O r = N < Z fl E O m - J O LL o_ O O 5" O O- r O 0 . 0 O w 0 N N- CO CO r d j O O 0 0 mw w O O CO CIS CD 0 0 0W (r cD . U w � a) a) r Q E U ` U - 0 0 D (1) r Cy N .................... 1........ 1....................... ......4........4......4. :i) N (/) Q 0 0 0 0 0 0 0 L , 10 co N 0 0 0 0 0 0 0 0 0 0 CD Q) O) CO r- Cfl 1 V CO N 11 W co (n D a W > W ✓ co N N ‘0 r _ 0 0 N N %--0%-00 O N CO O co 0 • .-00)00 rnQ) co co ao u, 0 0 - CO 0 00 NI- �o� N O 1 (00 00 O Lo O - ( IO 0 0 00 LO M�C'') a0 LO LO CO CO O co O Q (O O O LO (/) a0 co co co N L am— z Lo N O N co (N E co L �O _, (O C_ tt N �N ( O T.- > N CO • O l- 0 0 _ a) 7 V LO M O CO T- T- 1 ill r w a p U • NC7 C N l CD V c- U 3 a) o 2 L o `ni° -o N Oy- Oy- M >` o 1 a) N co m O 0 OD 0 0 E N f (0 J O U O 0) C `) LL 2 c6 co = 7 ‘-- 0001.00C) Q � d E 2 ` O m c O 0 Q o w W0OVOO N f6 (0 0) � 0 C c U a) co O iLOOchoo c u.DCL a) co o > o Y O cC N U cn a o a) > L O m U a) CD a) E .` o> 0 a)tii CO (n a ay a ,_ o c CO m� N @ v CI) C7 O w m ' C 3 0 0 iii L+ w co (.0 U N • N N O- N CO 50 a i0 E ? c u) cn Qp m = '6 =•E 22 cm � w 3 � O _cD = c � CM CD Ern u) : _ 2 g " 2 0 E as p N u. 5 W iL< LLOYF — >X D O J a. U_ Pressure / Flow Summary - STANDARD Viking Automatic Sprinkler Co. Page 4 EM PRODUCTS PIT Date 020211 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 206 -1.0 11.2 12.76 na 40.0 0.4 100 7.0 207 -1.0 11.2 12.87 na 40.19 0.4 100 7.0 205 -1.0 11.2 12.96 na 40.32 0.4 100 7.0 204 -1.0 11.2 14.51 na 42.66 0.4 100 7.0 106 23.5 48.1 na 124 24.0 47.88 na 125 24.0 47.88 na 126 24.0 47.88 na 111 24.0 47.88 na 112 23.5 48.14 na 113 23.5 48.14 na 114 23.5 48.14 na 115 23.5 48.14 na 120 24.0 47.92 na 119 24.0 47.92 na 118 24.0 47.92 na 117 24.0 47.92 na 116 24.0 47.92 na 200 -1.0 11.2 13.38 na 40.97 0.4 100 7.0 201 -1.0 13.57 na 202 -1.0 15.68 na 203 -1.0 17.53 na 105 24.0 24.18 na 107 23.5 48.12 na 108 23.5 48.14 na 109 23.5 48.15 na 110 22.5 48.61 na 110A 22.5 48.67 na TOR 9.0 54.72 na BOR 4.0 60.21 na ST -4.0 63.81 na TEST 0.0 62.23 na 500.0 The maximum velocity is 17.92 and it occurs in the pipe between nodes 203 and 105 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations - Hazen - Williams Viking Automatic Sprinkler Co. Page 5 EM PRODUCTS PIT Date 020211 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn *P -6 206 40.00 2.157 0.0 8.500 12.755 K Factor = 11.20 to 120 0.0 0.0 0.0 207 40.0 0.0140 0.0 8.500 0.119 Vel = 3.51 207 40.19 2.157 1T 12.307 1.450 12.874 K Factor = 11.20 to 120 0.0 12.307 0.0 201 80.19 0.0507 0.0 13.757 0.698 Vel = 7.04 0.0 80.19 13.572 K Factor = 21.77 *P -9 205 40.32 1.049 1T 5.0 0.720 12.959 K Factor = 11.20 to 120 0.0 5.000 0.0 202 40.32 0.4760 0.0 5.720 2.723 Vel = 14.97 0.0 40.32 15.682 K Factor = 10.18 *P -12 204 42.66 1.049 1T 5.0 0.720 14.511 K Factor = 11.20 to 120 0.0 5.000 0.0 203 42.66 0.5287 0.0 5.720 3.024 Vel = 15.84 0.0 42.66 17.535 K Factor = 10.19 *P -15 *P -33 106 4.22 6.357 0.0 13.000 48.099 to 120 0.0 0.0 -0.217 124 4.22 0.0001 0.0 13.000 0.001 Vel = 0.04 124 0.0 6.357 0.0 13.000 47.883 to 120 0.0 0.0 0.0 125 4.22 0.0 0.0 13.000 0.0 Vel = 0.04 125 0.0 6.357 0.0 13.000 47.883 to 120 0.0 0.0 0.0 126 4.22 0.0 0.0 13.000 0.0 Vel = 0.04 126 0.0 6.357 1V 12.573 8.040 47.883 to 120 0.0 12.573 0.0 111 4.22 0.0 0.0 20.613 0.0 Vel = 0.04 111 0.0 2.157 3V 12.922 151.000 47.883 to 120 0.0 12.922 0.217 112 4.22 0.0002 0.0 163.922 0.035 Vel = 0.37 112 0.0 4.31 0.0 8.040 48.135 to 120 0.0 0.0 0.0 113 4.22 0.0 0.0 8.040 0.0 Vel = 0.09 113 0.0 4.31 0.0 13.000 48.135 to 120 0.0 0.0 0.0 114 4.22 0.0 0.0 13.000 0.0 Vel = 0.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams Viking Automatic Sprinkler Co. Page 6 EM PRODUCTS PIT Date 020211 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 114 0.0 4.31 0.0 13.000 48.135 to 120 0.0 0.0 0.0 115 4.22 0.0001 0.0 13.000 0.001 Vel = 0.09 115 0.0 4.31 0.0 13.000 48.136 to 120 0.0 0.0 -0.217 120 4.22 0.0 0.0 13.000 0.0 Vel = 0.09 120 0.0 4.31 0.0 13.000 47.919 to 120 0.0 0.0 0.0 119 4.22 0.0 0.0 13.000 0.0 Vel = 0.09 119 0.0 4.31 0.0 13.000 47.919 to 120 0.0 0.0 0.0 118 4.22 0.0 0.0 13.000 0.0 Vel = 0.09 118 0.0 4.31 0.0 13.000 47.919 to 120 0.0 0.0 0.0 117 4.22 0.0 0.0 13.000 0.0 Vel = 0.09 117 0.0 4.31 1V 9.477 13.000 47.919 to 120 0.0 9.477 0.0 116 4.22 0.0 0.0 22.477 0.001 Vel = 0.09 116 0.0 2.157 2V 8.615 151.000 47.920 to 120 1X 10.461 19.076 0.650 110 4.22 0.0002 0.0 170.076 0.036 Vel = 0.37 0.0 4.22 48.606 K Factor = 0.61 *P -36 200 40.97 2.157 1V 4.307 8.540 13.384 K Factor = 11.20 to 120 0.0 4.307 0.0 201 40.97 0.0146 0.0 12.847 0.188 Vel = 3.60 201 80.19 2.157 1X 10.461 8.910 13.572 to 120 0.0 10.461 0.0 202 121.16 0.1089 0.0 19.371 2.110 Vel = 10.64 202 40.32 2.157 0.0 10.000 15.682 to 120 0.0 0.0 0.0 203 161.48 0.1853 0.0 10.000 1.853 Vel = 14.18 203 42.66 2.157 6V 25.844 35.292 17.535 to 120 0.0 25.844 - 10.828 105 204.14 0.2859 0.0 61.136 17.478 Vel = 17.92 105 0.0 2.203 1V 4.774 75.500 24.185 to 120 1X 11.593 16.367 0.217 106 204.14 0.2579 0.0 91.867 23.697 Vel = 17.18 106 -4.22 6.357 0.0 13.000 48.099 to 120 0.0 0.0 0.0 107 199.92 0.0015 0.0 13.000 0.019 Vel = 2.02 107 0.0 6.357 0.0 13.000 48.118 to 120 0.0 0.0 0.0 108 199.92 0.0014 0.0 13.000 0.018 Vel = 2.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations - Hazen - Williams Viking Automatic Sprinkler Co. Page 7 EM PRODUCTS PIT Date 020211 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 108 0.0 6.357 0.0 13.000 48.136 to 120 0.0 0.0 0.0 109 199.92 0.0015 0.0 13.000 0.019 Vel = 2.02 109 0.0 6.357 0.0 13.000 48.155 to 120 0.0 0.0 0.433 110 199.92 0.0014 0.0 13.000 0.018 Vel = 2.02 110 4.22 8.249 3V 45.806 100.000 48.606 to 120 0.0 45.806 0.0 110A 204.14 0.0004 0.0 145.806 0.061 Vel = 1.23 110A 0.0 6.357 3V 37.72 100.000 48.667 to 120 0.0 37.720 5.847 TOR 204.14 0.0015 0.0 137.720 0.204 Vel = 2.06 TOR 0.0 4.026 1G 2.0 8.000 54.718 to 120 1K 14.0 16.000 5.166 * Fixed loss = 3 BOR 204.14 0.0137 1 Fsp 0.0 24.000 0.328 Vel = 5.14 BOR 0.0 6.16 0.0 100.000 60.212 to 140 0.0 0.0 3.465 ST 204.14 0.0013 0.0 100.000 0.129 Vel = 2.20 ST 0.0 8.27 1G 6.326 500.000 63.806 to 140 0.0 6.326 -1.732 TEST 204.14 0.0003 0.0 506.326 0.156 Vel = 1.22 500.00 Qa = 500.00 704.14 62.230 K Factor = 89.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AUTOMATIC SPRINKLER CO. Settin g The Standard,.. b00- ki Viking Automatic Sprinkler Co. 1301 L'Orient St. St. Paul, MN 55117 651- 558 -3300 Job Name : EM PRODUCTS Building : EXTRA HAZARD Location : 5380 COTTONWOOD LN System : 1 Contract : 228392 Data File : phillips.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Viking Automatic Sprinkler Co. Page 1 EM PRODUCTS Date 020111 Hydraulic Design Information Sheet Name - EM PRODUCTS OVERHEAD Date - 01/31/11 Location - 5380 COTTONWOOD LN Building - EXTRA HAZARD System No. - 1 Contractor - VIKING AUTOMATIC SPRINKLER Contract No. - 228392 Calculated By - DAVID SCHLUNDT Drawing No. - 1 Construction: ( ) Combustible (X) Non - Combustible Ceiling Height - 24' Occupancy - PAINTBOOTH S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 (X) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C (X) Figure 11.2.3.1.5 Curve EXTRA HAZARD S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - AREA System Type Sprinkler /Nozzle Density - .4 (X) Wet Make RELIABLE D Area Per Sprinkler - 100 ( ) Dry Model E Elevation at Highest Outlet - 11' ( ) Deluge Size 3/4 S Hose Allowance - Inside - ( ) Preaction K- Factor 11.2 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 500 N Note Calculation Flow Required - 761.164 Press Required - 75.147 Summary C- Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - 10:00 Rated Cap.- Elev.- E Static Press - 85 @ Press - R Residual Press - 82 Elev. - Well Flow - 1700 Proof Flow S Elevation - U P Location - EM PRODUCTS L Source of Information - CITY OF PRIOR LAKE Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ° CO� (D N O `• N- CO • 0 - rico`� oco O O N' LO N- • 0 a) D � c c� O ^0a U_ CL cO c O O • EEU (3 E� m a) a EL co co — co T fV t) NN O Or) (p 0 03OOO E. o - a) O • co m 0 O Q O u) r = z E c O O a) 5 0 U 0 a) oo O • >+ O < • Z - v E 0 0) - J O u_ 0_ ' O N O 0 O fl E 0 0 O CD CD O ' CO 0 CO co 0 0 .. N .. 0 0 0 �( 0 � o c a) c - w 0_u_ - N ° U co 0_ : a -a D : 0� ' _ 0_ (13 • 1- � c A cc� 0 o Q o 0 E 0 au o N OO C a .- NN (I) 5 O >UUU 0 0 0 0 0 0 Q LO NI- r) N 0 0 0 O 0 O 0 0 0 0 0 0 ) a 0) °0 N- O L) '- r) N Y U 0_ 0_ W O) u) D 0 w > w V CO N N .- 0 0 0 N O O O N N- O A- 0 0 N M O CO O • ‘-00)00 rn� as 0 11 - 00OOOOc v - �or.00 N O • (000000 O (n O • (O V'(OOO 10 I.0 CO CO 0 CO V' LO CO -CO 0 CO 0 Q CO CO CO CO �O N CO (O ( O z (O N O N O O N E (0 L V'O O CO C_ V' N .- N CD%-• r CO ,- O ,- 0 0 _ a) 7 V' (() CO O C O , .- .- CON- cc aO U NM C C N . - O r a* .-- U w EP- O LL c , LO LO V N C�On- (+)00 >` o = N .0 (1) N m 0 0 CO 0 O E (0 N cn .c 0) - U 2 •p 0 0 CO 0 0 0� X d 11. M 00 0) L = 7 - � 0 (00 Q� E a (0 (n ` O c N 0 c o fl — • a oovoo N (n 0) C7 c LOOMOO C LL D Q. a) (0 o > o 0 ce Y 0 L u) O U > -c O E > � E o a i� = Q a N N U U CI) (1) t@ N 7 O C co N (0 E— (3 .� c) o u_ 1) +� ; D O= C N O c c Et W~ E D' N . �z L00 rnrn0 j � :E N a-+ C a m N N ,, E m N CO c LL >W i < (i 0YH > X D . 0 _1 0. Pressure / Flow Summary - STANDARD Viking Automatic Sprinkler Co. Page 4 EM PRODUCTS Date 020111 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. D001 9.0 11.2 18.07 na 47.61 0.4 100 7.0 D002 9.0 11.2 16.56 na 45.57 0.4 100 7.0 D003 9.0 11.2 16.12 na 44.97 0.4 100 7.0 D004 9.0 11.2 12.76 na 40.0 0.4 100 7.0 D005 9.0 11.2 13.1 na 40.54 0.4 100 7.0 D006 9.0 11.2 14.38 na 42.47 0.4 100 7.0 127 11.0 20.69 na 126 23.0 60.71 na 125 23.0 60.71 na 124 23.0 60.71 na 121 11.0 18.4 na 122 11.0 18.91 na 123 11.0 21.7 na 120 23.0 60.28 na 119 23.0 60.29 na 118 23.0 60.3 na 117 23.0 60.31 na 106 22.5 60.93 na 111 23.0 60.71 na 112 22.5 60.52 na 113 22.5 60.52 na 114 22.5 60.52 na 115 22.5 60.51 na 116 23.0 60.31 na 100 11.0 14.42 na 101 11.0 14.83 na 103 11.0 16.34 na 104 -1.0 29.12 na 105 23.0 50.12 na 107 22.5 60.95 na 108 22.5 60.97 na 109 22.5 60.99 na 110 22.5 61.02 na 110A 22.5 61.11 na TOR 9.0 67.28 na BOR 4.0 72.96 na ST -4.0 76.63 na TEST 0.0 75.15 na 500.0 The maximum velocity is 21.98 and it occurs in the pipe between nodes 104 and 105 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams Viking Automatic Sprinkler Co. Page 5 EM PRODUCTS Date 020111 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn D001 47.61 1.104 1T 6.413 0.500 18.069 K Factor = 11.20 to 120 0.0 6.413 -0.866 127 47.61 0.5047 0.0 6.913 3.489 Vel = 15.96 0.0 47.61 20.692 K Factor = 10.47 D002 45.57 1.104 1T 6.413 0.500 16.557 K Factor = 11.20 to 120 0.0 6.413 -0.866 122 45.57 0.4655 0.0 6.913 3.218 Vel = 15.27 0.0 45.57 18.909 K Factor = 10.48 D003 44.97 1.104 1T 6.413 0.500 16.122 K Factor = 11.20 to 120 0.0 6.413 -0.866 121 44.97 0.4542 0.0 6.913 3.140 Vel = 15.07 0.0 44.97 18.396 K Factor = 10.48 D004 40.00 1.104 1T 6.413 0.500 12.755 K Factor = 11.20 to 120 0.0 6.413 -0.866 100 40.0 0.3658 0.0 6.913 2.529 Vel = 13.41 0.0 40.00 14.418 K Factor = 10.53 D005 40.54 1.104 IT 6.413 0.500 13.104 K Factor = 11.20 to 120 0.0 6.413 -0.866 101 40.54 0.3749 0.0 6.913 2.592 Vel = 13.59 0.0 40.54 14.830 K Factor = 10.53 D006 42.47 1.104 1T 6.413 0.500 14.378 K Factor = 11.20 to 120 0.0 6.413 -0.866 103 42.47 0.4087 0.0 6.913 2.825 Vel = 14.23 0.0 42.47 16.337 K Factor = 10.51 *P -6 127 47.61 1.728 1T 11.29 6.370 20.692 to 120 0.0 11.290 0.0 123 47.61 0.0570 0.0 17.660 1.006 Vel = 6.51 0.0 47.61 21.698 K Factor = 10.22 *P -9 126 -15.55 2.203 2V 9.547 151.000 60.707 to 120 2X 23.186 32.733 0.217 113 -15.55 - 0.0022 0.0 183.733 -0.405 Vel = 1.31 0.0 -15.55 60.519 K Factor = -2.00 *P -12 125 -15.64 2.203 2X 23.186 151.000 60.708 to 120 2V 9.547 32.733 0.217 114 -15.64 - 0.0022 0.0 183.733 -0.410 Vel = 1.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams Viking Automatic Sprinkler Co. Page 6 EM PRODUCTS Date 020111 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 0.0 - 15.64 60.515 K Factor = -2.01 *P -15 124 -15.84 2.203 2X 23.186 151.000 60.709 to 120 2V 9.547 32.733 0.217 115 -15.84 - 0.0023 0.0 183.733 -0.419 Vel = 1.33 0.0 - 15.84 60.507 K Factor = -2.04 *P -18 121 44.97 1.728 0.0 10.000 18.396 to 120 0.0 0.0 0.0 122 44.97 0.0513 0.0 10.000 0.513 Vel = 6.15 122 45.57 1.728 1T 11.29 3.620 18.909 to 120 0.0 11.290 0.0 123 90.54 0.1871 0.0 14.910 2.789 Vel = 12.39 123 47.61 1.728 0.0 5.450 21.698 to 120 0.0 0.0 5.197 104 138.15 0.4088 0.0 5.450 2.228 Vel = 18.90 0.0 138.15 29.123 K Factor = 25.60 *P -21 120 - 129.10 2.203 1V 4.774 75.500 60.276 to 120 1X 11.593 16.367 0.0 105 -129.1 - 0.1105 0.0 91.867 - 10.152 Vel = 10.87 0.0 - 129.10 50.124 K Factor = -18.23 *P -24 119 16.21 2.203 2X 23.186 151.000 60.292 to 120 2V 9.547 32.733 0.217 107 16.21 0.0024 0.0 183.733 0.436 Vel = 1.36 0.0 16.21 60.945 K Factor = 2.08 *P -27 118 16.42 2.203 2X 23.186 151.000 60.301 to 120 2V 9.547 32.733 0.217 108 16.42 0.0024 0.0 183.733 0.448 Vel = 1.38 0.0 16.42 60.966 K Factor = 2.10 *P -30 117 16.79 2.203 2X 23.186 151.000 60.306 to 120 2V 9.547 32.733 0.217 109 16.79 0.0025 0.0 183.733 0.466 Vel = 1.41 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams Viking Automatic Sprinkler Co. Page 7 EM PRODUCTS Date 020111 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 16.79 60.989 K Factor = 2.15 *P -33 106 -62.65 6.357 0.0 13.000 60.928 to 120 0.0 0.0 -0.217 124 -62.65 - 0.0002 0.0 13.000 -0.002 Vel = 0.63 124 15.84 6.357 0.0 13.000 60.709 to 120 0.0 0.0 0.0 125 -46.81 - 0.0001 0.0 13.000 -0.001 Vel = 0.47 125 15.64 6.357 0.0 13.000 60.708 to 120 0.0 0.0 0.0 126 -31.17 - 0.0001 0.0 13.000 -0.001 Vel = 0.32 126 15.55 6.357 1V 12.573 8.040 60.707 to 120 0.0 12.573 0.0 111 -15.62 0.0 0.0 20.613 0.0 Vel = 0.16 111 0.0 2.157 3V 12.922 151.000 60.707 to 120 0.0 12.922 0.217 112 -15.62 - 0.0025 0.0 163.922 -0.404 Vel = 1.37 112 0.0 4.31 0.0 8.040 60.520 to 120 0.0 0.0 0.0 113 -15.62 - 0.0001 0.0 8.040 -0.001 Vel = 0.34 113 -15.55 4.31 0.0 13.000 60.519 to 120 0.0 0.0 0.0 114 -31.17 - 0.0003 0.0 13.000 -0.004 Vel = 0.69 114 -15.64 4.31 0.0 13.000 60.515 to 120 0.0 0.0 0.0 115 -46.81 - 0.0006 0.0 13.000 -0.008 Vel = 1.03 115 -15.84 4.31 0.0 13.000 60.507 to 120 0.0 0.0 -0.217 120 -62.65 - 0.0011 0.0 13.000 -0.014 Vel = 1.38 120 129.10 4.31 0.0 13.000 60.276 to 120 0.0 0.0 0.0 119 66.45 0.0012 0.0 13.000 0.016 Vel = 1.46 119 -16.20 4.31 0.0 13.000 60.292 to 120 0.0 0.0 0.0 118 50.25 0.0007 0.0 13.000 0.009 Vel = 1.11 118 -16.43 4.31 0.0 13.000 60.301 to 120 0.0 0.0 0.0 117 33.82 0.0004 0.0 13.000 0.005 Vel = 0.74 117 -16.79 4.31 1V 9.477 13.000 60.306 to 120 0.0 9.477 0.0 116 17.03 0.0001 0.0 22.477 0.002 Vel = 0.37 116 0.0 2.157 2V 8.615 151.000 60.308 to 120 1X 10.461 19.076 0.217 110 17.03 0.0029 0.0 170.076 0.491 Vel = 1.50 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams Viking Automatic Sprinkler Co. Page 8 EM PRODUCTS Date 020111 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 17.03 61.016 K Factor = 2.18 *P -36 100 40.00 1.728 0.0 10.000 14.418 to 120 0.0 0.0 0.0 101 40.0 0.0412 0.0 10.000 0.412 Vel = 5.47 101 40.54 1.728 0.0 10.000 14.830 to 120 0.0 0.0 0.0 103 80.54 0.1507 0.0 10.000 1.507 Vel = 11.02 103 42.47 2.203 6V 28.641 46.458 16.337 to 120 0.0 28.641 5.197 104 123.01 0.1011 0.0 75.099 7.589 Vel = 10.35 104 138.15 2.203 5V 23.868 41.700 29.123 to 120 1X 11.593 35.461 - 10.394 105 261.16 0.4069 0.0 77.161 31.395 Vel = 21.98 105 - 129.10 2.203 1V 4.774 75.500 50.124 to 120 1X 11.593 16.367 0.217 106 132.06 0.1152 0.0 91.867 10.587 Vel = 11.12 106 62.65 6.357 0.0 13.000 60.928 to 120 0.0 0.0 0.0 107 194.71 0.0013 0.0 13.000 0.017 Vel = 1.97 107 16.21 6.357 0.0 13.000 60.945 to 120 0.0 0.0 0.0 108 210.92 0.0016 0.0 13.000 0.021 Vel = 2.13 108 16.42 6.357 0.0 13.000 60.966 to 120 0.0 0.0 0.0 109 227.34 0.0018 0.0 13.000 0.023 Vel = 2.30 109 16.79 6.357 0.0 13.000 60.989 to 120 0.0 0.0 0.0 110 244.13 0.0021 0.0 13.000 0.027 Vel = 2.47 110 17.03 8.249 3V 45.806 100.000 61.016 to 120 0.0 45.806 0.0 110A 261.16 0.0007 0.0 145.806 0.096 Vel = 1.57 110A 0.0 6.357 3V 37.72 100.000 61.112 to 120 0.0 37.720 5.847 TOR 261.16 0.0023 0.0 137.720 0.321 Vel = 2.64 TOR 0.0 4.026 1G 2.0 8.000 67.280 to 120 1K 14.0 16.000 5.166 * Fixed loss = 3 BOR 261.16 0.0215 1 Fsp 0.0 24.000 0.517 Vel = 6.58 BOR 0.0 6.16 0.0 100.000 72.963 to 140 0.0 0.0 3.465 ST 261.16 0.0020 0.0 100.000 0.205 Vel = 2.81 ST 0.0 8.27 1G 6.326 500.000 76.633 to 140 0.0 6.326 -1.732 TEST 261.16 0.0005 0.0 506.326 0.246 Vel = 1.56 500.00 Qa = 500.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams Viking Automatic Sprinkler Co. Page 9 EM PRODUCTS Date 020111 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 761.16 75.147 K Factor = 87.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f rrc t 5 � q �" �' ko h/ ES- 9DM3 /M2 For Non - Health Applications Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 9D Dual Check Valve with Intermediate Atmospheric Vent Sizes: 1/2"M3 (15mm), 3/4"M2 (20mm) % ` � Series 9D is specially made for smaller supply lines and ideally suited for laboratory equipment, processing tanks, sterilizers, " - -- dairy equipment and similar applications. It is particularly recom- 9D -M2 mended for boiler feed lines to prevent backflow when supply May also be installed vertically pressure falls below system pressure. Series 9D is suitable for use on hot or cold water and can be used under continuous pressure. It features a primary check valve utilizing a rubber disc seating against a mating rubber part to ensure tight closing. A secondary check valve utilizes a rub- Union outlet ber disc -to -metal seating. In the event of fouling of the down — Rugge mesh stream check valve, leakage would be vented to atmosphere, ._ stainless strainer screen through the vent port thereby safeguarding the potable water system. Construction is brass body with stainless steel working f parts, integral strainer and durable rubber discs. Female union ,= •__" Pr check valve inlet and outlet connections. Sizes 1/2" (15mm) and ' /a" (20mm). Vent and drain Drain is 1 /2" (15mm) thread connection. L,1 connections Secondary Features check valve vrakt • True line -sized construction allows the check modules to open further allowing dirt and debris to pass more freely reducing check fouling • Stainless steel internal parts Brass body construction and stainless working parts throughout • Maximum flow at low pressure drop • Furnished with union connections to facilitate removal and replacement for maintenance Available Models • Compact for economy combined with performance Suffix: • Design simplicity for easy maintenance S - for 1/2" (15mm) union end solder connections. • Can be installed vertically or horizontally SC - for satin chrome finish Specifications LU - less union For Backflow Preventers with Atmospheric vents A Dual Check Valve with Atmospheric Vent shall be installed at referenced cross - connections. Valve shall feature stainless steel and rubber internals protected by an integral strainer. Primary check shall be rubber to rubber seated, backed by the secondary IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES check with rubber to metal seating. The device shall be ASSE FOR LOCAL INSTALLATION REQUIREMENTS approved under Std. 1012 and shall be a Watts Series 9D. Wefts on specifications in U.S. customary units and metric are approximate are provided for reference only. precise measurements, © c please contact Watts s Technical l Service. ice. Watts reserves the a right to chanhan or modify or modidi fy y product duct design, construction, specifications, mw or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Ca aci 1 L- Materials p ty Forged brass body construction Performance Curve kPa psi Stainless steel internal parts 207 30 .. ■ ■ ■ ■■■ ■ ■ ■ ■■ ■q■■ ■ ■ ■ ►• ■ LN■■■■ I =•II ■■■■•VIII■II®�11311111■■■III �•■I� Durable, tight seating rubber check valve assemblies 1" I 1111 :,'1':4111111 0 25 111111111111 111111:111111 1 'iilllli1111'i1mii11gill111 Pressure — Temperature "'N "" "' Temperature Range 33"F - 250 °F (0.5 °C - 1210C). = 13 20 1 =01 111 11 ���0� 'g:: :�u . �'i i n eq �uI N■ :�:gllll� v� 111 ■ ■ ■ ■N1 Nll 1e... ■.. ■ 1111 r 103 15 ■.■�:•i■ .■ ■■N■ ■■..■■■ Maximum Working Pressure:175psi (12.1 bar) a 1 ■ ■■ ■N■1■N "° °° • 111111 ®••111rs:�1n11111111gi�1111 1111 Minimum Required Pressure: 25psi (172 kPa). v 69 10 ■■ N■■■■..■.. ■ ■■ ■ ■ ■N ■ ■■■ .. ■ ■ ■ ■ N ■ ■ ■■N ■ ■ ■..■. ■ ■■ � AI MMI IMIn ai l ® nu alli rli ll al inn on Standards ce 34 5 l =■-.:■■il1 11 ..1111 ..111. 11U11T1 ASSE 1012 0 0 1i11111i 11lllllllluili$ ®�mmEMITE�i$Nmmm�i CSA B64 0 2 4 5 8 10 12 14 16 18 20 gpm 0 8 15 23 30 38 46 53 61 68 76 Ipm Approvals Flow et t 39769 a Installations Certified by CSA Boiler Installation N.Y.C. BSA 104 - 75 - SM Watts 9DM3 Heating System Installation Tested and approved Conformance with Standard 1012 of the Integral Watts Watts Model 1156E Feed American Society of Sanitary Engineers and by all principal Supply Strainer 9DM3 Valve with Union cities, states and areas having these requirements. i -{ IMPORTANT: This valve should only be used and properly i- _. - -u iiii*XIL 1!fi v, -- installed so that spillage of water could not cause damage. To �--- = ( ) in, avoid water damage due to valve operation, a drain pipe must Vent be installed. It should terminate approximate 12" (305mm) above a floor drain or through an air gap piped to a floor drain, Drain Return Boiler or other suitable place of disposal. Under no circumstances, - --- should the vent opening or drain line be plugged. _ (1 Floor Drain Livestock Drinking Fountains Watts Water Hammer Shock Arrestor 9DM3 Dimensions — Weight , , I,z _�S A = I Up Stream Drain i .'' ., Control W W V alve _ B �I ii � 01 11 4-11 !!! ' Air Gap Drinking Cups Water 1 Supply Line Ei I E i MODEL SIZE DIMENSIONS WEIGHT A B E El in. mm M. mm in. mm in, mm In. mm lbs. kg. 9DM3 1 /2 15 4 125 2 65 1 49 2 65 112 .68 9DM3 -S 1/2 15 4'/8 111 2 65 1 49 2 /is 65 1 .68 9DM2 3 /4 20 4 114 2 65 1 49 23/46 65 1 .79 9DM2 -S 3 /4 20 4 122 2 65 2 52 2 70 1 .79 %WA ' 9001 -20001 Emse CERTIFIED A Watts Water Technologies Company USA: 815 Chestnut St., No. Andover, MA 01845 -6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada.ca ES- 9DM3 /M2 0328 © 2009 Watts . 11/30/2008 SUN 11:18 FAX 651 388 2168 • ?002/002 _ Oa", _ • rummy - 71-1 _ ��1 .: = p . . I{ . • . i I{ _�_ ,II y b • � - 11 i 1 11 1 \ q • g 1 1 ,1 - --f- -- - - - - ---- - - - - 1 - - \ . - \ ` . , +, Q . t a b I • . i • t) \ t . ,.t S+' --' I_ a • 1 ..-, — — -7. .-_-,4 • . , ,.... I g" 11 -.------- , P V' • • , // / ' : \4'tit 17), rtsi I 0 , 1 ;3 Ill - 11 • _ { .. _ - ... _.1- -�} - 3 . - - --- -- — �- { N \Q `P � � M is 0 I g 1 I L ._ t ; IC) r , -.. M -gi % ' . L :: "111 — —-z- — ;,... 1 — - i g 1 \ 2 :V of? p o. 1 . ., K : i I , 1 i . . / —1 ........ 41 1 1 t ; i I, gi * 1 .1.5:i 4 ig . 1 ,„ M II . q t"' cp .._ ,.. -- ..S... ,� . .r{ I ■ ; co ` ,: . 4 v SLOPE 118" f ' 1 TRENCH DRAIN SLOPE 1J8 1 PT, 1 . III,IIIIIIiI imr,,, 1M111.,...., „,,,n,,,,,,il,l.N,,,,,,lll.111 �• 11 PI 1 111 • ► 4 -\\ '^'+. If 1 p• ° 11 I � o r y_lifid, I a � 1 b P3 II I • r =' 5 c- I1 1 '. - Z N 12; «0.. ,0” 8'.0" 12'•0" . i. g a 1 , • Chad Merritt From: Dave Bruns [dave @ heyer- eng.com] Sent: Tuesday, February 08, 2011 9:40 AM To: Chad Merritt Subject: RE: EM Products Added MAU Unit FW: Attached Image Attachments: EM Products Statement.pdf.pdf Chad The existing 30K7 roof joists are spaced 5' -0" on center and have a total load capacity of 63.8 psf The roof design Toads are 35 psf snow load and 25 psf dead load. The new RTU at 3108Ibs and a footprint of 160 "x92" equals 30psf. Therefore the RTU displaces the snow load and the existing roof joists will safely support the new RTU. The curb at 126 "x 92" with the 126" dimension perpendicular to the joists must bear over 3 joists. I have attached a statement for our analysis. If you have any further question, please contact me. Dave Bruns PE Heyer Engineering PC 1020 36th Street SW Fargo, ND 58103 701 - 280 -0949 (P) 701- 730 -3268 (C) 701 - 280 -9686 (F) From: Chad Merritt [ mailto :chad.merrittObecompanies.coml Sent: Tuesday, February 08, 2011 7:59 AM To: Dave Bruns Subject: FW: EM Products Added MAU Unit FW: Attached Image Dave, When will you have an answer on this item? The inspectors is waiting. Thanks, y , Chad Merritt Project Manager 0 UERNFEIND 9 * - MAC RotoJing = S#e rmsrv1 15760 Acorn Trail Suite #2 Faribault IVIN 55021 507 - 334 -7951 1 From: Chad Merritt fmailto :chad.merritt @becompanies.coml Sent: Monday, February 07, 2011 2:35 PM To: 'dave @heyer- eng.com' Subject: EM Products Added MAU Unit FW: Attached Image Dave, Please review the attached drawing and get back to me regarding roof load. If this looks good you can just respond to this email so I have something for the inspector. Thanks, Chad Merritt Project Manager B AUERNFEIND 111'4t Roofing - Skean:tut 15760 Acorn Trail Suite #2 Faribault MN 55021 507- 334 -7951 From: Met Con Construction jmailto:2020irfCa�met- con.com] Sent: Monday, February 07, 2011 1:38 PM To: Chad Merritt Subject: Attached Image 2