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Home My WebLink About More Back-up Info 07.0772 - 3 • p III I FLUORIDE TO PUMP ROOM CHLORINE TO NOTE: FIELD ROUTE 'OR .1 CHLORINE TO /FILTER EFF. FEED ONES. 'OLYMER -AERATOR INF. -AERATOR EFF. I (CHLORINE TO -FILTER INF. r RECLAIM RETURN A 1:::: t, 6"x6" CONC. CURB JTURE Ir — DLYMER 1 )TE FUTURE SODIUM SODIUM POLYMER 3._6.. HYPOCHLORITE HYPOCHLORITE PUMP 1000 GAL. 1000 GAL./? U I DAY ►SPHATE CHEMICAL TANK ROOM W - - 150 GA 7 joa Z )LL UP DOOR z ( avELEC aI RC = 1--- --J OMW orri4/..4.0 -z. PUMPS 0 )- PERMANGANATE I(%°�`)‹ L _ _ 1000 GAL. 7•- O hid _ 1 51'6"x6" CONC. CURB Field Order No. 9 Attachment 9.1 Revised ChemicalRoom Containment Trench Plan 1 2"x2" NOTCH FOR GRATING 3'-0" GRATING C5x6.7 0 D FILL WITH `r' LEAN CONC. FILL WITH LEAN CONC. 2"x2" NOTCH FOR GRATING 3,-0- GRATING C5x6.7 0 FILL WITH LEAN CONC. 3'-6" Field Order No. 9 Attachment 9.2 Revised Chemical Room Containment Trench Sections • �• ip I �..��LT AIL 1 "I -::1- 2 � I7/ l I I a I �'I`_ ) #5 CONT.•_ CF3 I I I I iii l � 'I ,.1► r ,-I. . . ,r 7/ N. I I 7 A 7 T I• r ' • • r � IIai.I TFE - 98' CMU WALL � TEE = to f 911.67 o k/— 3.27 I I -r i IIIg-4, UM58°° I / (s/ / ' I a ii II VERIFY PIT DIMENSIONS W/ I II FUEL TANK REQUIREMENTS 4 32'x12' FTC. W/ 0 I (3) #5 CONT. I / WU WALL .1 r ol "* 'So , OF SLAB EL = 913.00) W/15 mI 800 12'Of. EA. WsAKY T:P/& 0 (2) 40 y / TFE = 910.33 ID 0 r FE = 91233NI / CMU W 1 r CMU WALL. $ ' s / / 1) #5VERT. 0 / . CORNERS, JAMBS, EA. SIDE OF i VERT. C.J., ENDS OF WALLS & I 1 sf'i1 6'-0' 0.C. MAX. BETWEEN - TW. 0 -I Cit)0 ® 0I 0 , I l__1II1 IF CMU WALL I , I , 13 (----J I LL--- pi , I 3.27 L - I 0 /3'-4`f3'-4'/ 24'-8' ,3'-4'ir 6'-8' / 29'-8" / 1'-8" / 1'-0'J 0 REFERENCE SHEET 3.09 Field Order No. 9 Attachment 9.3 Revised Generator Fuel Tank Pit Plan Page 1 of 1 Paul Baumgartner From: Nathan Briese Sent: Friday, April 03, 2009 9:02 AM To: Jennifer Wittkopf Cc: Paul Baumgartner Subject: WTF ASBUILTS I have reviewed the asbuilts for the Water Treatment Facility and I would like to have ties added to tie off the gate valves to building. After that has been completed we would like to have 1 set of fullsize paper fulsize mylar half size paper and auto cadd electronic file. Nate Briese Engineering Tech II City of Prior Lake Direct: 952-447-9837 Fax: 952-447-4263 nbriese@cityofpriorlake.com 4/6/2009 Page 1 of 4 PRION /4, 4646 Dakota Street S.E. C.3 tffit1P.tke, MN 55372-1714 AA So,�Pnob Hutchins . Monday, February 23,2009 2:50 PM To: Paul Baumgartner Subject: FW:WTF final inspections fyi 4)1 Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851 Fax 952.440.4263 City Email Updates.Sign up now. Original Message From: Bob Hutchins Sent: Friday, February 20, 2009. 4:37 PM To; 'Seth Peterson' Cc: Craig Eldred; Kelly Yahnke; Craig_Habighorst@ricelake.org; matt sigrist@ricelake.org; Paul Baumgartner Subject: RE: WTF final inspections Seth, In response to our phone conversation this afternoon,the following are items that we discussed pertaining to your email below: nC t.„* ok. We anticipate the electrical inspector's comments early next week and seek his comfort level of the proposed production/testing of the facility. N stuk r2. The only known correction item on the fire suppression system at this time .1- t:i is the sprinkler heads under the stairs. During our inspection of the system, 1006svh items unknown to us now may be discovered;the sprinkler contractor is experienced at dealing with any unexpected problems. P.U.A.A6:..,c:---t 3. The plumbing monometer test can be completed at anytime before turning '`'°'''''AO OK_ the building over to the City. 4. In regards to the smoke detectors,emergency and manual fire alarms in the Chemical room;manual fire and emergency alarms in the fluoride room and generator room, all are required per the MN State Fire Code and are included in the Hazardous Materials Technical Opinion Report prepared by Hughes Associates,Inc. dated March 3, 2008. You had indicated that the fire alarm panel may not support the required number of points but the SCADA system may be able to temporarily be set up to report a water flow on the fire suppression system. We would accept either the temporary SCADA or permanent fire alarm panel for the monitoring the fire suppression system. I hope this represents today's phone conversation. If there are any questions give me a call. Thank you www.cityofpriorlake.com 2/23/2009 Phone 952.447.9800 / Fax 952.447.4245 Page 2 of 4 4$5, F4646 Dakota Street S.E. Prior Lake, MN 55372-1714 4AvivEsoV" \ F Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 City Email Updates.Sign up now. Original Message From: Seth Peterson [mailto:sethpe@bolton-menk.com] Sent: Friday, February 20, 2009 11:34 AM To: Bob Hutchins Cc: Craig Eldred; Kelly Yahnke; Craig_Habighorst@ricelake.org; matt_sigrist@ricelake.org Subject: RE: WTF final inspections Bob, Based on our phone discussion earlier today, following is a summary of our discussion.. I noted that the electrical inspector will be on-site on Monday. He may not provide anything in writing but he will call your department after his visit. Regarding the fire suppression system,you noted that after your site visit on Wednesday of this week,the only item remaining was to place the correct sprinkler heads under the mezzanine stairs and then the system would be ready to do the various tests. It sounds as if the fire sprinkler contractor is already aware of what they need to do. I will make sure that the contractor gets the heads switched out and gets the remainder of the system ready for testing. We discussed that completing the final inspections for occupancy (HVAC, plumbing, etc.) will occur in steps and the contractor will need to coordinate these items through your department. You did mention that you'd like to get the plumbing manometer testing done in the near future. You noted that you will be out of the office next week and Paul(direct phone-952-447- 9853) from your department will be available. Let me know if you have any comments/questions on the above. Enjoy your vacation! Seth A.Peterson,P.E. Bolton& Menk,.Inc. From: Bob Hutchins [mai!to:BHutchins@CityofPRIORLAKE.com] Sent:Thursday, February 19, 2009 8:35 AM To: Seth Peterson Cc: Craig Eldred; wlusian@comcast.net Subject: WTF final inspections action Department would like to ensure that two of the life safety systems of the facility be code compliant before starting the ELECTRICAL: Approval of an electrical inspection that items are Code compliant. Walt Lusian the State www.cityofpriorlake.com 2/23/2009 Phone 952.447.9800 / Fax 952.447.4245 Page 3 of 4 PRjO4p w e 4646 Dakota Street S.E. ti4 U p to Prior .ke, MN 5 -1� 4. . _ .. .. : _ : :: stated that the last inspection was conducted on October 21, 2008.A partial final for the equipment �MvEso't�' that is proposed to be operated is possible. FIRE SUPPRESSION/CONTROL: -1 Sprinkler Flow fmal 2. Monitored/Turn around test. 3. Fire Alarm Test 4. Smoke and Fire Dampers Operation 5. Exit and Emergency Lighting 6. Smoke/Heat Detectors 7. HVAC Duct Detectors 8. PIV operational A partial final inspection of the fire suppression system is also possible. Cl, N Sta ec. 'Test- The following items are required to be completed before the occupying of the building or turning the building over to the owner: HVAC: 1. Ventilation Operational 2. Electrical connections _ Gas Line Tests 4. Final Inspection _X.5. Balancing Report PLUMBING: 1. Monometer testing ?t ^k+"•'"t 2. Bacteria Tests for drinking fountains C OM;c V'iacvtS HANDICAP: I c-to"^ ‘2131101. 1. Signage 2. Lavatories and grab bars 3. Entrance STRUCTURE: 1. Walk Through a. Special Inspections of Structural Framework with Final Report b. Labeled Fire Doors c. Glass,Doors,Hardware alk Firestoppin EXITS: Open and Unobstructed PARICING LOT/CURBS: Handicap Signs Handicap Access iV% k Silt Control or Final Grade Inspection from Engineering Dept. c- ENGINEERING DEPARTMENT SIGNS OFF: All Improvements complete including asphalt wear course � VAs-builts received and approved Utilities tested including bacteria testing - ` Water conveyance COMMUNITY DEVELOPMENT/NATURAL RESOURES DEPARTMENT SIGN OFF TEMPORARY CERTIFICATE OF OCCUPANCY TENT CERTIFICATE OF OCCUPANCY www.cityofpriorlake.com 2/23/2009 Phone 952.447.9800 / Fax 952.447.4245 Page 4 of 4 O PR-1- O E e 4646 Dakota Street S.E. H U � Prior Lake, MN 55372-1714 I hope that this clarifies our request.I believe that you agreed that the inspection of the electrical �MvEso � system and the testing of the fire suppression system with the notification component are warranted. If there are any questions call me at 952-447-9851.Thank you 10; `, Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851 Fax 952.440.4263 City Email Updates.Sign up now. www.cityofpriorlake.com 2/23/2009 Phone 952.447.9800 / Fax 952.447.4245 ❑ Jennifer Wittkopf, City of Prior Lake ENGINEER'S ❑ Craig Eldred,City of Prior Lake FIELD ORDER 0 Craig Habighorst,Rice Lake Construction. (2 Copies) ❑ Thomas Leonard,Rice Lake Construction Seth Peterson,Bolton&Menk, Inc. DI Kelly Yahnke,Bolton&Menk,Inc. PROJECT: Water Treatment Facility FIELD ORDER NO:9 Prior Lake,Minnesota OWNER: City of Prior Lake,Minnesota DATE:March 26,2008 TO:(CONTRACTOR) Rice Lake Construction ENGINEER'S PROJECT NO: M21.38412 22360 Co.Rd. 12 PO Box 517 Deerwood,MN 56444 CONTRACT DATED: August 6,2007 You are hereby directed to execute promptly this Field Order which interprets the Contract Documents or orders minor changes in the work without change in Contract sum or Contract Time. If you consider that a change in Contract Sum or Contract Time is required, please submit your itemized proposal to the Engineer immediately and before proceeding with this Work. Iyour proposal is found to be satisfactory and in proper order, this Field Order will in that event besuspendedby a Change order. Description: 1. Revise Chemical Room Chemical Containment Trench as shown on Attachments 9.1 and 9.2. a. Grating to be 2-inch fiberglass as indicated. b. Provide a CS x 6.7 to support grating as shown, structural member to be painted per paragraph 3.7 D. 9. c. Place lean concrete below hall wall and exterior wall footings adjacent to containment trench wall. d. Reinforcing Steel to be placed as shown in details 7/3.26 and 8/3.26 2. Revise generator fuel tank pit as shown on Attachments 9.3 and 9.4. Attachments: 9.1 Revised Chemical Room Containment Trench Plan 1 9.2 Revised Chemical Room Containment Trench Sections 9.3 Revised Generator Fuel Tank Pit Plan 9.4 Revised Generator Fuel Tank Pit Section ENGINEER: DATE:Wednesday, March 26,2008 Page 1 of 2 Bob Hutchins From: Bob Hutchins Sent: Tuesday, April 29, 2008 8:38 AM To: 'Seth Peterson' Subject: RE: WTF Seth,A couple of questions on the Field Order No. 9: I. Attachment 9.1: What is the dimensional length of the Chemical Room Containment trench legs? 2. Attachment 9.4: What is the dimensional height of the Generator Room Containment trench? 3. Hazardous Materials Technical Opinion Report item 4.1:The Chemical Room floor is required to be liquid tight not only by the Sodium Hypochlorite and Sodium Permanganate but also by the Phosphate Solution,how is this to be achieved? 4. Hazardous Materials Technical Opinion Report item 5.1:The Fluoride Room floor is required to be liquid tight,how is this to be achieved? Thanks I� 4,(44,-- 4 £ & ' At1 e / /,�'6i¢--,i1- - /17,0' /7/ SglikA a8 tiirDt Robert D. Hutchins ��z,a6 I4 Building Official �.J v,�..rdy City of Prior Lake ° , GOA"""'!an 4646 Dakota Street SE Prior Lake,MN 55372 , 952.447.9851 Fax 952.440.4263 City Email Updates.Sign up now. �. Original Message , From: Seth Peterson [mailto:sethpe@bolton-menk.com] ` �" Sent: Monday, April 28, 2008 11:50 AM To: Bob Hutchins Subject: WTF Bob, Attached is a Field Order addressing the chemical room issues and also some issues with the generator room. The containment trench in the chemical room gives us the required amount of storage volume and there are,.6"curbs to keep any spill in the containment area only and will prevent it from going out the door. This will make for a very usable area and allow City staff to properly operate and maintain the chemical feed equipment. - Please feel free to give me a call with any questions. Regards, Seth A.Peterson,P.E. 44. Environmental Engineer Bolton& Menk,Inc. r_ 12224 Nicollet Ave. Vri Burnsville,MN 55337 Ph: 952-890-0509 5/7/2008 • ' 0)4 r ,,,,,,,,,,A.,..,il' , , 1 1 ,,,_ , ,,,, ! , ., , ._ _, ,. , ii J, itrulY et �+ I, 1,:. - i T G 4 f i ti 0 ' c 112N. ,(\j/1" el . :',' / ra'" . fi 1' �v ) r c'i o f" - , . --AllittIllt) %,,:ty, , ......., _.„ , . -- 3 ..,, , --- 3 - --- I «tet - � - - ` - 4 Page 1 of 2 Bernie Feidt From: Dennis Mohr[Dennism c genzryan.com] Sent: Tuesday, December 18,2007 9:29 AM To: Bernie Feidt Subject: RE: RPZ maintenance costs Bernie here is the price's we have come up with for annual testing and rebuilding every five years for the RPZ's. If you have any questions, please fell free to call me at my direct line#952-767-1875 or just e-mail me. Thank You. 4" RPZ annual testing -$270.00 A 4 a (4)*:' 4" RPZ 5 year rebuild -$ 830.00 + So 3" RPZ annual testing - $270.00 4 I e S,(E"A-5 ,c4 e...4 2°‘, .:- 7, !v �. 3" RPZ 5 year rebuild -$790.00 s M ?i'.16 2" RPZ annual testing -$270.00 44.. j orb 2" RPZ 5 year rebuild -$371.90 31 a40. co CP "5- 04411 1" RPZ annual testing -$270.00 1" RPZ 5 year rebuild -$371.18 3/ RPZ annual testing -$270.00 r¢ 3/4" RPZ 5 year rebuild -$332.00 Dennis Mohr /j 2Icq Genz-Ryan Plumbing, Heating & Cooling Service Department main) 952-767-1000 fax) 952-767-1901 denn sm@gei ryan.corn From: Bernie Feidt [mailto:Bernief@CityofPRIORLAKE.com] Sent: Tuesday, December 11, 2007 10:07 AM To: Dennis Mohr Subject: RPZ maintenance costs Dennis, thank-you for your help with the price list. I need a price based on these items. 4" RPZ annual testing— 4" RPZ 5 year rebuild— 3" RPZ annual testing— 3"RPZ 5 year rebuild— 2' RPZ annual testing— 2" RPZ 5 year rebuild— 1" RPZ annual testing— 1" RPZ 5 year rebuild— 3/4" RPZ annual testing— 12/18/2007 Page 2 of 2 3/4" RPZ 5 year rebuild— If you could list them out per individual servicing then we can calculate as individuals and could you list the cost of each RPZ size to install and the cost of hooking up an AVB instead of the RPZ in each size. We are going to see if it is feasible and cost efficient to maintain them and put in RPZ's instead of the AVB where they are allowed in lue of an RPZ. Thank-you for your time on this. Bernie Feidt Plans examiner/Building Inspector City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9856 Fax 952.440.4263 City Email Updates.Sign up now. 12/18/2007 Page 1 of 2 Bernie Feidt From: Dennis Mohr[Dennism@genzryan.com] Sent: Tuesday, December 18, 2007 9:29 AM To: Bernie Feidt Subject: RE: RPZ maintenance costs Bernie here is the price's we have come up with for annual testing and rebuilding every five years for the RPZ's. If you have any questions, please fell free to call me at my direct line# 952-767-1875 or just e-mail me. Thank You. 4" RPZ annual testing -$270.00 4" RPZ 5 year rebuild - $ 830.00 3" RPZ annual testing -$270.00 X &( z 4'r o ga + .t- 3" RPZ 5 year rebuild -$790.00 + 'rigp 5 els — 1, 70 2" RPZ annual testing - $270.00 2" RPZ 5 year rebuild -$371.90 1" RPZ annual testing -$270.00 1" RPZ 5 year rebuild -$371.18 31' RPZ annual testing -$270.00 3/4" RPZ 5 year rebuild -$332.00 Dennis Mohr Genz-Ryan Plumbing, Heating & Cooling Service Department main) 952-767-1000 fax) 952-767-1901 dennism@genzryan..corn From: Bernie Feidt [mailto:Bernief@CityofPRIORLAKE.com] Sent: Tuesday, December 11, 2007 10:07 AM To: Dennis Mohr Subject: RPZ maintenance costs ,< A,V *a Dennis, thank-you for your help with the price list. I need a price based on these items. 4" RPZ annual testing— 4" RPZ 5 year rebuild— 3" RPZ annual testing— 3" RPZ 5 year rebuild— 2' RPZ annual testing— 2" RPZ 5 year rebuild— 1" RPZ annual testing— 1" RPZ 5 year rebuild— 3/4" RPZ annual testing— 12/18/2007 Page 2 of 2 3/4" RPZ 5 year rebuild— If you could list them out per individual servicing then we can calculate as individuals and could you list the cost of each RPZ size to install and the cost of hooking up an AVB instead of the RPZ in each size. We are going to see if it is feasible and cost efficient to maintain them and put in RPZ's instead of the AVB where they are allowed in lue of an RPZ. Thank-you for your time on this. Bernie Feidt Plans examiner/Building Inspector City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9856 Fax 952.440.4263 City Email Updates.Sign up now. 12/18/2007 Page l of l Bob Hutchins From: Bob Hutchins Sent: Monday, June 02, 2008 4:13 PM To: 'Seth Peterson' Subject: RE: WTF -Ventilation Issues Seth, Based on the required room ventilation 1 rate of 1 cfm/sq.ft. of floor area,the floor area is 1 166s.f.There should be 1 166 cfm for the ventilation rate for the room.Mechanical or natural ventilation could be used in conjunction with the 152 cfm of exhaust damper leakage rate. We can wait to test the interfaced scheduling systems and the emergency ventilation shut-off switches until the end of the project.Thanks Robert D. Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851 Fax 952.440.4263 City Email Updates.Sign up now. Original Message From: Seth Peterson [mailto:sethpe@bolton-menk.com] Sent: Monday, June 02, 2008 3:04 PM To: Bob Hutchins Subject: WTF -Ventilation Issues Bob, I have the damper leakage for the generator room. The intake and exhaust dampers have a leakage of 216 cfm and 152 cfm @ 1"W.G. respectfully. Let me know if these volumes are adequate for the generator room. Also, I verified that the fluoride and chemical room ventilation systems are interfaced with the plant control system and allows the operators to set an adjustable ventilation schedule for those rooms. We will be adding the emergency ventilation shut-off switches as we discussed. Also, let me know whether the leakage in the generator room is adequate. Feel free to give me a call with any questions. Regards, Seth A.Peterson,P.E. Environmental Engineer Bolton &Menk,Inc. 12224 Nicollet Ave. Burnsville,MN 55337 Ph: 952-890-0509 Fax: 952-890-8065 Cell: 612-803-5223 6/2/2008 HUGHES ASSOCIATES, INC. FIRE SCIENCE & ENGINEERING Water Treatment Facility Prior Lake, TMN • i� 33 LA /�/!� �. t6: 1 - 1 1 7-- Hazardous Materials Technical Opinion Report CITY OF PRIOR LAKE I BUILDIN- t T"LAN WEW April 3, 2008 1�E mar t72 XACCEPTED AS SUBMITTED CI ACCEPTED WITH CORRECTIONS AS NOTED ❑NOT ACCEPTED-CORRECT&RESUBMIT These comments are for your infomia1ion. Al vak shalf be done 1n full compliance with all appiicawle bulking & zoning coda requirements uxiung items notr 'ficallynoradbthis revisit KEEP THIS PLAN SET ON SrrER'ALLTIMES, Prepared for: BOLTON&MENK,INC. 12224 Nicollet Ave. Burnsville, MN 55337 Prepared by: C Christopher M. Leaver, P.E. I Z - 59 o- 90`i 4 irtotZc: 401 - 13(0 -& 1l I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. License No.46011 15170 North Point Drive,Rogers,MN 55374-8666 • Phone 763-428-4170 ■ Fax 763-428-4972 • www.haifire.com HazMat Technical Opinion Report Prior Lake WTF April 3,2008 Page 1 1.0 INTRODUCTION Bolton & Menk, Inc. contracted Hughes Associates, Inc. (HAI) to prepare a Hazardous Materials Technical Opinion Report in compliance with MSBC (IBC) Section 414.1.3 for the Water Treatment Facility(WTF) located in Prior Lake, MN. The purpose of this report is to identify the applicable code requirements related to the proposed storage and use of hazardous material at Prior Lake WTF to assist the City of Prior Lake in their review of the project. 2.0 APPLICABLE CODES The following references were utilized in this analysis and as the basis for the requirements found in this report. 1. 2003 Minnesota State Building Code (MSBC), International Building Code (IBC), 2000 Edition as amended by the State of Minnesota 2. 2003 Minnesota State Fire Code (MSFC), International Fire Code (IFC), 2000 Edition as amended by the State of Minnesota 3. NFPA 430—Code for the Storage of Liquid and Solid Oxidizers (2004 Edition) 3.0 OCCUPANCY CLASSIFICATION Chapter 3 of the Building Code requires that every building shall be classified by its use or the character of its occupancy as set forth in Section 302.1. When hazardous materials are present the occupancy of the building or an area of the building is dictated by the proposed quantity of storage and/or use compared to the Maximum Allowable Quantity (MAQ) per control area found in MSBC Tables 307.7 (1) & (2). The bulk storage of hazardous materials is in three areas of the facility an include Chemical Room (109), Fluoride Room (108), and the Generator Room (104). There is closed use of the hazardous materials in areas outside these rooms, but based on the delivery system proposed, pump sizes, safeguards/monitoring, and location of shut off valves, the quantities are significantly below the (MAQ) and are not a concern in classifying the occupancy of the building. Below is a summary of the proposed storage by location, and the classification of the hazardous materials. All of the hazardous materials are liquids and reported in gallons. HUGHES ASSOCIATES, INC. HazMat Technical Opinion Report Prior Lake WTF April 3,2008 Page 2 Chemical Room • Sodium Hypochlorite (15% solution) - 2,365 gallons [CORROSIVE] • Sodium Permanganate (40% solution) - 905 gallons [OXIDIZER CLASS 2, CORROSIVE, OTHER HEALTH HAZARD] • Phosphate Solution (21% solution) - 175 gallons [IRRITANT] Fluoride Room • Fluorosilicic Acid (25% solution) - 1,070 gallons [CORROSIVE] Generator Room • Diesel Fuel - 1,200 gallons [COMBUSTIBLE LIQUID CLASS II, IRRITANT] To determine the proper occupancy classification each room was treated as a separate area and reviewed against the MAQ. The tables below summarize this analisis. Table 1: Chemical Room(109) PHYSICAL HAZARD DESCRIPTION STORAGE MAQ UNITS STATE TOTAL Liquid Corrosive 3,270 1,000 GAL Liquid Oxidizer—Class 2 905 500 GAL Liquid Irritant 175 NR GAL Liquid Other Health Hazard 905 NR GAL NR—Not Regulated Table 2:Fluoride Room(108) PHYSICAL HAZARD DESCRIPTION STORAGE MAQ UNITS STATE TOTAL Liquid Corrosive 1,070 1,000 GAL Table 3: Generator Room(104) PHYSICAL HAZARD DESCRIPTION STORAGE MAQ UNITS STATE TOTAL Liquid Combustible Liquid - Class II 1,200 240 GAL Liquid Irritant 1,200 NR GAL NR—Not Regulated HUGHES ASSOCIATES, INC. HazMat Technical Opinion Report Prior Lake WTF April 3,2008 Page 3 Based on the information above the rooms are classified by the MSBC as follows: Chemical Room (109) Group H-3/H-4 Fluoride Room (108) Group H-4 Generator Room (104) Group H-3 4.0 CHEMICAL ROOM (GROUP H-3/H-4) 4.1 Construction The Chemical Room is required to be separated from the remainder of the building by a 1-hour occupancy separation (fire barrier) with 3/4-hour doors or opening protection. Per the drawing the room is designed to be separated by 3-hr construction. The floor of the room is required to be non-combustible construction (MSFC 2704.12) and liquid tight(MSFC 4004.1.5). 4.2 Egress The Chemical Room is 565 SF and has an assumed occupant load of 2. Per MSBC Table 1014.1 the room may have-one means,,Qf egress,,_The room is provided with two means of egress, with one direct to the exterior. The egress for the room is within the allowable 150 ft travel distance. 4.3 Automatic Sprinkler System Automatic sprinkler protection is required for the room per MSBC 903.2.4.1. The design of the system shall not be less than that required for Ordinary Hazard Group 2 over a remote area of 3,000 SF. Due to the storage of Oxidizers, the system shall also meet the requirements of NFPA 430. Per NFPA 430 • storage must meet a design of 0.20 gpm/SF over a remote area of 3,750 SF. -r ore, based on the two requirements the room is required to have a sprinkler desi (f 0. _ •m/SF over the entire room. Based on a review of the existing design t - prinkler protection for the room is designed for 0.15 gpm/sf and is not compliant with the above requirements. HUGHES ASSOCIATES, INC. HazMat Technical Opinion Report Prior Lake WTF April 3,2008 Page 4 4.4 Fire Detection and Alarm In addition to the standard requirements of the building and monitoring of the sprinkler system, the Chemical Room requires automatic smoke detection due to the presence of oxidizers per MSFC Section 4004.1.7. Per MSBC Section 901.6.3, manual fire alarm, automatic fire-extinguishing and emergency alarm systems in Group H occupancies shall be monitored by an approved supervising station. 4.5 Emergency Alarm An approved manual emergency alarm system shall be provided for the Chemical Room as stated in MSBC Section 414.7.1 and MSFC Section 2704.9. 1. Emergency alarm-initiating devices shall be installed outside of each interior exit or exit access door. 2. Activation of an emergency alarm-initiating device shall sound a local alarm to alert occupants of an emergency situation involving hazardous materials, per MSFC Section 2704.9. 3. System components (equipment) shall be listed for the worst-case weather and temperature ranges to which the equipment will be exposed. 4.6 Ventilation Per MSFC Section 2704.3, ventilation for the Chemical Room is required. A separate ventilation systems for the room shall be designed as follows: 1. The system must be continuously running. 2. Mechanical ventilation shall be not less than 565 cfm for the room (based on 1 cfm/sq.ft. of floor area). • 3. Exhaust and supply (make-up) air inlets should be located to provide air movement across all portions of the floor to prevent accumulation of vapors. 4. A manual shut off shall be provided outside the room in a position adjacent to the access door in an approved location. The switch shall be a break glass type and labeled "VENTILATION SYSTEM EMERGENCY SHUTOFF'. 5. Exhaust ventilation shall not be recirculated within the room or building. Based on a review of the design the room is provided with 800 cfm of continuous exhaust. x1,1-r-Ka c. L( P� n 46-461"1-* HUGHES ASSOCIATES, INC. HazMat Technical Opinion Report Prior Lake WTF April 3,2008 Page 5 ,111 4.7 Spill Control and Secondary Containment The Chemical Room requires some form of spill control and secondary containment or drainage. Spill control and secondary containment appears to be provided via a depressed trench with grating at the floor. The volume of the trench must be sized to contain the spill from the single largest container in the room plus 20 minutes of sprinkler flow. Based on the largest container of 1,100 gallons and the sprinkler design (0.20 gpm/sf) the total volume of the containment required is 3,360 gallons. The drawings show the trench is currently design to contain 1,683 gallons, which does not meet the minimum above. 4.8 Smoke and Heat Venting The Chemical Room due to the presence of oxidizers is required by MSFC Section 4004.1.6 to have smoke and heat venting per MSFC Section 910. However, given the size of the room and the fact that the 2007 MSBC/MSFC has removed the requirement for smoke and heat venting as related to this room, HAI feels it would be acceptable to not provide the smoke and heat venting required if acceptable to the City of Prior Lake. 4.9 Piping Systems O' lLs' Y Piping, tubing, valves, fittings and related components used for hazardous materials in or originating from the Chemical Room shall be in accordance with the following: 1. Piping, tubing, valves, fittings and related components shall be designed and fabricated from materials that are compatible with the material to be contained and shall be of adequate strength and durability to withstand the pressure, structural and seismic stress and exposure to which they are subject. 2. Piping and tubing shall be identified in accordance with ASME A13.1 to indicate the material conveyed. 3. Readily accessible manual valves or automatic remotely activated fail-safe emergency shutoff valves shall be installed on supply piping and tubing at the following locations: a. The point of use. b. The tank, cylinder or bulk source. 4. Manual emergency shutoff valves and controls for remotely activated emergency shutoff valves shall be identified and the location shall be clearly visible, accessible and indicated by means of a sign. HUGHES ASSOCIATES, INC. HazMat Technical Opinion Reports -� Prior Lake WTF ©cJ J April 6 3,2008 Page L141117-C(30--- J / Page 6 5. Backflow prevention or check valves shall be provided when the backflow of hazardous materials could create a hazardous condition or cause the unauthorized discharge of hazardous materials. 0 Alt,51-1-- 6. Piping for sodium hypochlorite so1.utor sodium permanganate solution that has a working pressure greater th `` 15 psi shalfbze provided with an approved means of leak detection and emergency shutoff"or excess flow control. 4.10 Emergency and Standby Power Per MSFC Section 2704.7, the required mechanical ventilation system, emergency alarm, and other electrically operated equipment required by the code for the Hazardous Occupancies must be provided with a secondary, or standby, source of power in accordance with the Electrical Code. It is our opinion that although not specifically required we feel that the monitoring equipment and controls for the pumps should be provided with the same standby power as the required systems. 4.11 Incompatible Materials The phosphate MSDS states to keep it away from strong base, so phosphate and hypochlorite should be separated. The plan shows that these materials are to be separated by 20 feet, which is in compliance with MSFC Section 2703.9.8 for incompatible materials. It is also recommended that phosphate be provided with its own spill pallet or other means of keeping the phosphate from spilling into the containment for the hypochlorite solution. 5.0 FLUORIDE ROOM(GROUP H-4) 5.1 Construction The Fluoride Room is required to be separated from the remainder of the building by a 1- hour occupancy separation (fire barrier) with 3/4-hour doors or opening protection. Per the drawing the room is designed to be separated by 3-hr construction. The floor of the room is required to be non-combustible construction (MSFC 2704.12) and liquid tight(MSFC 3104.1.1). 5.2 Egress The Fluoride Room is 180 SF and has an assumed occupant load of 1. Per MSBC Table 1014.1 the room may have one means of egress. The room is provided with one means of egress direct to the exterior. The egress for the room is within the allowable 175 ft travel distance. HUGHES ASSOCIATES, INC. HazMat Technical Opinion Report Prior Lake WTF April 3,2008 Page 7 5.3 Automatic Sprinkler System Automatic sprinkler protection is required for the room per MSBC 903.2.4.1. The design of the system shall not be less than that required for Ordinary Hazard Group 2 over a remote area of 3,000 SF. Based on a review of the existing design the sprinkler protection for the room is designed for 0.15 gpm/sf and is not compliant with the above requirements. 5.4 Fire Detection and Alarm There are no special fire alarm requirements for the Fluoride Room that would require detection or similar additional protection. Per MSBC Section 901.6.3, Gmanual fire alarm, automatic fire-extinguishing and emergency alarm systems in Group H occupancies shall be monitored by an approved supervising station. 5.5 Emergency Alarm An approved manual emergency alarm system shall be provided for the Fluoride Room as stated in MSBC Section 414.7.1 and MSFC Section 2704.9. 4. mer enc alarm-initiating devices shall be installed outside of each interior exit or exit access door. 5. Activation of an emergency alarm-initiating device shall sound a local alarm to alert occupants of an emergency situation involving hazardous materials, per MSFC Section 2704.9. 6. System components (equipment) shall be listed for the worst-case weather and temperature ranges to which the equipment will be exposed. 5.6 Ventilation Per MSFC Section 2704.3, ventilation for the Fluoride Room is required. A separate ventilation systems for the room shall be designed as follows: 1. The system must be continuously running. 2. Mechanical ventilation shall be not less than 180 cfm for the room (based on 1 cfm/sq.ft. of floor area). 3. Exhaust and supply (make-up) air inlets should be located to provide air movement across all portions of the floor to prevent accumulation of vapors. HUGHES ASSOCIATES, INC. HazMat Technical Opinion Report Prior Lake WTF April 3,2008 Page 8 4. A manual shut off shall be provided outside the room in a position adjacent to the access door in an approved location. The switch shall be a break glass type and labeled "VENTILATION SYSTEM EMERGENCY SHUTOFF'. 5. Exhaust ventilation shall not be recirculated within the room or building. Based on a review of the design the room is provided with 200 cfm of continuous exhaust. 5.7 Spill Control and Secondary Containment The Fluoride Room requires some form of spill control and secondary containment or drainage. Spill control and secondary containment appears to be provided via a depressed trench with grating at the floor. The volume of the trench must be sized to contain the spill from the single largest container in the room plus 20 minutes of sprinkler flow. Based on the largest container of 805 gallons and the required sprinkler design (0.20 gpm/sf) the total volume of the containment required is 1,525 gallons. The drawings show the trench is currently design to contain 1,549 gallons, which meets the minimum amount above. 5.8 Smoke and Heat Venting Smoke and heat is not required for the Fluoride Room. 5.9 Piping Systems Piping, tubing, valves, fittings and related components used for hazardous materials in or originating from the Fluoride Room shall be in accordance with the following: 7. Piping, tubing, valves, fittings and related components shall be designed and fabricated from materials that are compatible with the material to be contained and shall be of adequate strength and durability to withstand the pressure, structural and seismic stress and exposure to which they are subject. 8. Piping and tubing shall be identified in accordance with ASME A13.1 to indicate the material conveyed. 9. Readily accessible manual valves or automatic remotely activated fail-safe emergency shutoff valves shall be installed on supply piping and tubing at the following locations: a. The point of use. b. The tank, cylinder or bulk source. HUGHES ASSOCIATES, INC. HazMat Technical Opinion Report Prior Lake WTF April 3,2008 Page 9 10. Manual emergency shutoff valves and controls for remotely activated emergency shutoff valves shall be identified and the location shall be clearly visible, accessible and indicated by means of a sign. 11. Backflow prevention or check valves shall be provided when the backflow of hazardous materials could create a hazardous condition or cause the unauthorized discharge of hazardous materials. 12. Pi for Fluorosilicic Acid solution that has a working pressure greater than i) in 5 psi shall be provided with an approved means of leak detection and emergency shutoff or excess flow control. 5.10 Emergency and Standby Power Per MSFC Section 2704.7, the required mechanical ventilation system, emergency alarm, and other electrically operated equipment required by the code for the Hazardous Occupancies must be provided with a secondary, or standby, source of power in accordance with the Electrical Code. It is our opinion that although not specifically required we feel that the monitoring equipment and controls for the pumps should be provided with the same standby power as the required systems. 5.11 Incompatible Materials No other hazardous materials are stored with the room, so no compatibility issues exist. 6.0 GENERATOR ROOM (GROUP H-3) 6.1 Construction The Generator Room is required to be separated from the remainder of the building by a 1-hour occupancy separation (fire barrier) with 3/4-hour doors or opening protection. Per the drawing the room is designed to be separated by 1-hr construction. The floor of the room is required to be non-combustible construction (MSFC 2704.12). 6.2 Egress The Generator Room is 1,167 SF and has an assumed occupant load of 4. Per MSBC Table 1014.1 the room is required to have two means of egress. The room is provided with two means of egress, with one direct to the exterior. The egress for the room is within the allowable 150 ft travel distance. 6.3 Automatic Sprinkler System HUGHES ASSOCIATES, INC. HazMat Technical Opinion Report Prior Lake WTF April 3,2008 Page 10 Automatic sprinkler protection is required for the room per MSBC 903.2.4.1. The design of the system shall not be less than that required for Ordinary Hazard Group 2 over a remote area of 3,000 SF. Due to the generator it is recommended that the design in this area also meet the NFPA 37 requirements for Extra Hazard Group 1. Based on these 2 requirements the room should be designed for 0.30 gpm/SF over the entire room. Based on a review of the existing design the sprinkler protection for the room is designed for 0.15 gpm/sf and is not compliant with the above requirements. 6.4 Fire Detection and Alarm There are no special fire alarm requirements for the Generator Room that would require detection or similar additional protection. Per MSBC Section 901.6.3, manual fire alarm, automatic fire-extinguishing and emergency alarm systems in Group H occupancries shall be monitored by an approved supervising station. 6.5 Emergency Alarm An approved manual emergency alarm system shall be provided for the Generator Room as stated in MSBC Section 414.7.1 and MSFC Section 2704.9. 1. Emergency alarm-initiating devices shall be installed outside of each interior exit or exit access door. 2. Activation of an emergency alarm-initiating device shall sound a local alarm to alert occupants of an emergency situation involving hazardous materials, per MSFC Section 2704.9. 3. System components (equipment) shall be listed for the worst-case weather and temperature ranges to which the equipment will be exposed. 6.6 Ventilation Per MSFC Section 3404.3.7.4 & 2704.3, ventilation for the Generator Room is required. Either mechanical or natural ventilation is required. No specific ventilation was found in the design and mu be provided. SEE. I roc:: G.O'\ J rA,w 47, <111 e r wL-I( EKf-005r 4 , ,Z41e, ,-- 6.7 Spill Control and Secondary Containment 2`l-6,4)/ ,273= /ion 5. The Generator Room requires some form of spill control and secondary containment or drainage. Spill control and secondary containment was not shown in the design. The option to use a double wall tank in lieu of the curbs, sills, drainage,etc. is allowed for this application. HUGHES ASSOCIATES, INC. / ± : -- , ) �� \ , _ .. .- , \ e-eea '§R\ ; 2 | . 51911\®#@ VIE, § , , 5151//\\\ / -/ | . I 5151/\/ '.,v 7t .6§ . , 2 ~n / ( Hi § _ / ! , / \ 1'— _i___ N a■|■| : . �� ° ° —1 „ ( � _ 11 § ��)■ ^ \p„l , ` , , 1 e B / © °g | . . .� e � \ \ : 11 , @ � § / 1 1 IF__________________- � :251 \ \ I _ (j\ i ° ` 77 )S3 5 w =» —.. ate: /�U) _� 11:1 1 . §� �.mz= a _ --- \\ \ r 9 § § ; 1 E. 3.§ 2 ` 2 \ 1 « ® 1 \l a9f _ �' - -. : � �! 4 E 1 !..19. r \ u I � 1".----.11:11 t # :i | /} { z -- . — q 1 I1 � : 11 iI 4,1 /! _ 14 xw \: \ � _ , | - : HazMat Technical Opinion Report Prior Lake WTF April 3,2008 Page 11 If a double wall tank is not used then a leakage alarm will be required per MSBC 415.2.6. 6.8 Smoke and Heat Venting Smoke and heat is not required for the Generator Room. 6.9 Tank Construction The design, fabrication and construction of tanks shall comply with NFPA 30. Each tank shall bear a permanent nameplate or marking indicating the standard used as the basis of design. Tanks shall be provided with normal venting as required by MSFC Section 3404.2.7.3 and must meet the following: 1. Vent lines from tanks shall not be used for purposes other than venting unless approved. 2. Vent-line flame arresters and venting devices shall be installed in accordance with their listings. Use of flame arresters in piping systems shall be in accordance with API 2028. 3. Vent pipe outlets shall be located such that the vapors are released at a safe point outside of buildings and not less than 12 feet above the adjacent ground level. Vapors shall be discharged upward or horizontally away from adjacent walls to assist in vapor dispersion. Vent outlets shall be located such that flammable vapors will not be trapped by eaves or other obstructions and shall be at least 5 feet from building openings or lot lines of properties that can be built upon. Per MSFC Section 3404.2.7.4 Stationary, above-ground tanks shall be equipped with additional venting that will relieve excessive internal pressure caused by exposure to fires. Emergency vents shall not discharge inside buildings. The venting shall be installed and maintained in accordance with Section 4.2.5.2 of NFPA 30. Filling, emptying and vapor recovery connections to the tank in accordance with MSFC "`"" ? 3404.2.7.5.2 shall be located outside of buildings at a location free from sources of T 4 d5 G“6\1-- • ignition and not less than 5 feet away from building openings or lot lines of property that can be built on. Such openings shall be provided with a liquid-tight cap which shall be closed when not in use and properly identified. An approved means or method in accordance with MSFC Section 3404.2.9.6.6 shall be provided to prevent the overfill of the storage tank. 6.10 Emergency and Standby Power (7 4), 4/\ \:\ fkg9/,rU HUGHES ASSOCIATES, INC. HazMat Technical Opinion Report Prior Lake WTF April 3,2008 Page 12 Per MSFC Section 2704.7, the required mechanical ventilation system, emergency alarm, and other electrically operated equipment required by the code for the Hazardous Occupancies must be provided with a secondary, or standby, source of power in accordance with the Electrical Code. 6.11 Incompatible Materials No other hazardous materials are stored with the room, so no compatibility issues exist. HUGHES ASSOCIATES, INC. FLUORIDE TO PUMP ROOM CHLORINE TO NOTE: FIELD ROI CHLORINE TO . ,/'FILTER EFF. FEED UNE MER _ —AERATOR INF. 1 —AERATOR EFF. I —CHLORINE TO —FILTER INF. RECLAIM RETURN - T— 6"x6" CONC. CURB N . E N' p — — ---I IER AI SODIUM SODIUM FUTURE POLYMER 3'-6" HYPOCHLORITE HYPOCHLORITE PUMP I 1000 GAL. i 1000 GAL. i • _.2U /DAY ATE w TANK •.,• HEMICAL L - - - 10 GA — ir � , ROOM - g ,-�- m JP DOOR I 9 Z co v r` 8 EL in zI f m _ rl ov WjJ I U eln I SODIUM PERMANGANATE PUMPS 3 —6 1000 GAL. I tj , DI I N 1 2GENCY EYE 6"x6" CONC. CURB i AND DRENCH VER 01 PLAN 1. General:Each chemical metering pump on the skid shall include at minimum:(1)backpressure valve,(1)pressure relief valve,(1)pulsation dampener,(1)diaphragm protected pressure gauge, (l)calibration column(one per skid),and all required piping,ball valves,and supports. 2. Accessories: The following accessories are to be included on the chemical feed skid system: (a) One(1)Calibration Column shall be provided and installed in the chemical supply piping as close to the metering pumps as possible.The top of the calibration column shall be vented back to the supply container for overflow protection. (b) One(1)Back Pressure Valve shall be provided to regulate the back pressure in the system. The back pressure valve shall be constructed of PVC with a Teflon diaphragm. (c) One(1)Pressure Relief Valve shall be provided to provide protection against excess line pressure.The pressure relief valve shall be constructed of PVC with a Teflon diaphragm. (d) One(1)Pulsation Dampener shall be provided and sized for a minimum of 90%dampening. Pulsation dampener must be of the inline design with PVC/Polypropylene housing and a Viton Diaphragm.The dampener must include a 2 Y2"pressure gauge and gas charging valve. 3. Piping and Valves shall be solvent welded schedule 80 PVC with Viton o-rings. 4. One(1)Diaphragm Protected Pressure Gauges shall be provided for indication of system pressure. PVC gauges shall be utilized and the isolators shall have a PVC body with Teflon sealing diaphragm and suitable liquid filling. 5. Spare Parts kit shall be provided with the Chemical Feed Skid and delivered to the OWNER and must contain: (a) One(1)Maintenance kit for each installed chemical feed pump.The kit shall include a diaphragm;check valve seats,o-rings,and seals. (b) Spare diaphragms for the pulsation dampeners,PRV,and BPV.Qty one for each skid system. 2.4 SOLUTION TANK A. Mix Tank 1. Size: 175 gallons(3'2"dia.X 4'0") 2. Number of Tanks Required: one(1) 3. Material:Virgin high density cross-link or FDA-compliant linear polyethylene.Wall thickness shall conform to ASTM D-I 998 and shall have a specific gravity of 1.9 or higher. 4. Cover. Lift off cover with fittings for mixer shaft,and piping connections. 5. Tank shall be placed inside a secondary containment vessel with a capacity of at least 1 10%of the tank capacity. B. PUMP DESIGN 1. All wetted parts shall be suitable for pumping highly acidic polyphosphate solution(pH2). 2. Stroke length shall be continuously adjustable over a 10 to 1 range while the pump is running. Stroke lengths shall be independently adjustable on pumping unit. Stroke speed shall be adjusted by a 4-20 mA signal from the finished water meter. 2.5 ACCESSORIES A. The corrosion inhibitor feed system shall be furnished with the following accessories: !� M21.38412-Prior Lake,MN CORROSION INHIBITOR FEED SYSTEM Water Treatment Facility PAGE 11244-3 Page 1 of 2 Bob Hutchins From: Seth Peterson [sethpe@bolton-menk.com] Sent: Thursday, May 08, 2008 10:42 AM To: Bob Hutchins Subject: RE: WTF Bob, I sent you a"draft"drawing of the chemical room containment trench. This one has the dimensioning. Sorry for the confusion. The generator room doesn't have a true containment trench as the fuel tanks is in a double wall tank provided by the manufacturer. We recess the generator fuel tank into the floor so the generator control panel can be accessed from the floor. The polyphosphate(corrosion inhibitor) has it's own containment tank. See the attached specification section requiring this item. The fluoriderwom will have curbs similar to the chemical feed room. I hope this answers your questions. I will get a meeting (conference call)setup with my mechanical it's just that our two schedules haven't jived yet. Feel free to give me a call with any questions. Regards, Seth A.Peterson, P.E. Environmental Engineer Bolton&Men!e,Inc. 12224 Nicollet Ave. Burnsville, MN 55337 Ph: 952-890-0509 Fax: 952-890-8065 Cell: 612-803-5223 From: Bob Hutchins [mailto:BHutchins@CityofPRIORLAKE.com] Sent: Tuesday, April 29, 2008 8:38 AM To: Seth Peterson Subject: RE: WTF Seth,A couple of questions on the Field Order No. 9: 1. Attachment 9.1: What is the dimensional length of the Chemical Room Containment trench legs'? 2. Attachment 9.4: What is the dimensional height of the Generator Room Containment trench'? 3. Hazardous Materials Technical Opinion Report item 4.1:The Chemical Room floor is required to be liquid tight not only by the Sodium Hypochlorite and Sodium Permanganate but also by the Phosphate Solution,how is this to be achieved? 4. Hazardous Materials Technical Opinion Report item 5.1:The Fluoride Room floor is required to be liquid tight,how is this to be achieved? Thanbs 5/8/2008 f / , , 4646 Dakota Street Southeast f E,`, of Prior Lake, MN 55372 May 6, 2009 Mr. Seth A. Peterson Bolton&Menk, Inc. 12224 Nicollet Ave. Burnsville, MN 55337 RE: WTF fire alarm correction items Dear Seth, The following are addressing fire alarm items from the March 31, 2009 Water Treatment Facility Final r Correction List. Added are the Code sections that address the requirement. The section numbers are ,/, from the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) also requirements of the 2007 Minnesota State Fire Code (MSFC), which adopted with amendments the 2006 Fire Code(IFC). V'Add manual alarm-initiating device for the chemical room locate outside corridor at chemical room door 109B. MSFC 2704.9. t2'Add manual alarm-initiating device for the generator room in garage at generator room door 104B MSFC 2704.9. LiAdd horn/strobe outside corridor at chemical room by door 109B and between fluoride room. MSFC 2704.9. Add horn/strobe in garage at generator room door 104B. MSFC 2704.9. 5. Add exit light above door 104B in generator room. MSBC 1011.1. Lir.. Add a smoke detector in the chemical room. IFC 4004.1.7. 7. Provide continuous ventilation in chemical and fluoride rooms or provide an alternate design. IFC 2704.3. 8. Provide a manual emergency shutoff valves and controls for the remotely activated emergency shutoff valves, identify and the location shall be clearly visible, accessible and indicated by means of a sign for the piping systems in the chemical and fluoride rooms . IFC 2703.2.2.1 #4. 9. Add ventilation manual shut off outside corridor at chemical room and outside exterior door in fluoride room. Switch shall be a break glass type and labeled "VENTILATION SYSTEM EMERGENCY SHUTOFF". IFC 2703.1 #4. www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4263 Fire sprinkler alarm NFPA13 section 6.1.1 Materials or devices not specifically designated in this standard shall be used in accordance with all conditions and limitations and requirements of there special listings. NFPA 13 section 8.16.1.1 Local water flow alarm shall be provided on all sprinkler systems with more than 20 sprinkler heads. IBC 907.1.1 Construction documents for fire alarm systems shall be submitted for review and approval prior to system installation. Construction documents shall include, but not limited to all of the following: 1. Floor plan which indicates the use of the room. 2. Location of alarm-initiating and notification appliance 3. Alarm control and trouble singling equipment 4. Annunciation 5. Battery calculations 6. Conductor type and size 7. Power connections. 8. Voltage drop 9. Manufacturers, model numbers and listing information for equipment, devices and materials. 10. Details of ceiling height and construction. 11. The interface of fire safety control functions. IBC 907.1.2 Systems and their components shall be listed and approved for the purpose for which they are installed. Chemical Room: 1. Chimerical Room requires automatic smoke detection due to the presence of oxidizers per MSFC section 4004.1.6 Installed in the chemical room per listing. 2. Manual fire alarm required for H occupancy MSBC 901.6.3 3. Manual emergency local alarm (Pull station)required out side any interior exit MSDC 2704.9. To be located in the corridor next to the interior exit. 4. Local alarm required to inform occupants of an emergency situation per MSFC 2794.9. To be located in the corridor near the interior exit. Fluoride Room: 1. No additional requirements Generator Room: 1. Exit signs per MSBC 1011.1 Lighted exit signs are required at all required exit doors Fire Sprinkler Plan Review Date: October 22, 2008 Owner: City Of Prior Lake: Water Treatment Facility Location: 16335 Itasca Ave. Prior Lake MN. 55372 Contractor: Total Fire Protection 1004 7th Ave. N. PO Box 680 Brandon SD 57005 1. Separate permits are required for the alarm system. 2. The 2002 of NFPA 13 shall be the standard. 3. All materials shall be tested and installed per the listing. 4. All valves controlling water flow shall be monitored and secured including the PIV. 5. It is the responsibility of the fire sprinkler contractor to flush all main and branch lines. 6. Provide frost protection for all portions of the wet system. 7. Field verify all head locations and obstructions. 8. Secure all valves against tampering. All valves in public areas shall be locked 9. Provide a water resistant system plan at the each sprinkler riser to include the following information. a. Total site plan b. All valves c. Riser locations d. Areas served by individual risers e. All main and auxiliary drains f. Location of inspector's test g. Alarm panel location 10. For inspections call (952)447-9850 give the project building permit number (07-0751) 11. Seal all penetrations in rated walls in an approved manor. 12. Provide signage for all valves, drains and inspector's test. 13. Areas over water treatment tanks are not required to have sprinkler coverage. aril '• 24 Hour Service %LVLv gore PtoreeeeeoOffl •Commercial Business: (605)582-2400 • Industrial 1004 7th Ave. North•P.O. Box 680 Fax: (605)582-7360 Q) • Residential Brandon, SD 57005 (414 IMO LETTER OF TRANSMITTAL DATE: October 22,2008 ATTN: Paul Baumgartner TO• RE: Prior Lake Water Treatment Plant City of Prior Lake 16200 Eagle Creek Avenue • Prior Lake,MN 55372 GENTLEMEN: WE ARE SENDING YOU: 0 Attached 0 Under separate cover via the following items: ❑Shop drawings 0 Prints 0 Plans 0 Samples 0 Specifications ❑ Copy of letter 0 Change order 0 Other COPIES DATE NO. DESCRIPTION 1 Permit Fee in the Amount of$1434.38(check#100761) THESE ARE TRANSMITTED as checked below: O For approval 0 Approved as submitted 0 Resubmit,copies for approval ❑For your use 0 Approved as noted Samples 0 Submit copies for distribution ❑ As requested 0 Returned for corrections 0 Return corrected prints ❑ For review and comment ❑ FOR BIDS DUE 20 0 PRINTS RETURNED AFTER LOAN TO US REMARKS Thank you. COPY TO SIGNED: Trent Myers Quality after the sale puts our company above the rest. II cvi a w F- w w U) -PULL HOT CONDUCTOR IN o JUNCTION BOX (ASC CIRCUIT. TAPE BACK IF NOT REQ'D 0 120VAC FROM H • 0 PP1A-31 N 01DSTROBE ALARM ) Q TAMPER SWITCH (DIV. 15) �(2)CONTACTSI • , o -o -- 1-CAT 5e-3/4' I SEE SHEET 6.15_ I °� _ I H N • FLOW SWITCH PHONE • I PHONE SERVICE EQUIP (DIV. 15) � IN ELECTR. ROOM LINES) • I0 0 I I i SWITCH INPUTS SEE SHEET � I i 0� DRY CONTACTS TO Io ) PANEL 'SCP'. / TWO(2)CONTACTS AUX.TAMPECONTACTSOW -BY DIV:-15 (LOW VOLTAGE) FIRE SPRINKLER ALARM PANEL (DIV. 15) FIRE SPRINKLER SYSTEM ALARM SCHEMATIC NO SCALE DIAGRAMMATIC-CONFIRM ALL EQUIPMENT AND DETAILS W/ DIV. 15 SUPPLIER. U GENERAL NOTES 01. CONTROL SCHEMATIC INTENDED TO BE DIAGRAMMATIC. FIELD CONFIRM a EXACT WIRING/TERMINATION REQUIREMENTS AGAINST FUTURE MANUFACTURER -0 SHOP DRAWINGS. 2. ALL CIRCUITRY SHALL BE #14AWG UNLESS NOTED OTHERWISE. rn a) 0 REV. BY DATE PRIOR LAKE, MINNESOTA PROJECT NO. 07-122 SKETCH 0 PJL 18 JUL 07 o WATER TREATMENT FACILITY N E 1 0 FIRE SPRINKLER SYSTEM ALARM SCHEMATIC II a INSTALL RADIO ANTENNA ORIENT TOWARDS N MASTER FOR OPTIMUM RECEPTION. Lu Lu Lu N FURNISH & INSTALL TENON SPATTER REDUCER HUBBELL PART TPR-2-M51 Z OR EQUA & WEATHERTIGHT CABLE rra CINXCTTRRDENE COORDINATE REQUIREMENTS. 0 F ) N 0 D RNI AN� GROUND ANTENNA/ INTA ANTNNA MAST: COAX CABLE PER MFR 2 " LG IRECT BURY ROUND, RECOMMENDATIONS. TAPERED FIBERGLASS MALT. WH T1,EY INCLUDE GROUNDING KIT. SERIES 30 OR EQUAL W/ 2 3/8 OD TENON TOP. INSTALL PER MANUFACTURERS INSTRUCTIONS. WHATLEY PART F3024-07-51. COORDINATE EXACT LOCATION OF ANTENNA AND MAST FOR GRADE EACH LOCATION. A • ;irim \� ►, ROUTE ANTF)4INA CABLE BELOW 1 SCHEDULE GRADE IN 2 SCHEDULE 80 PVC CONDUIT TO CONTROL PANEL. PVC STUB 111/0 AWG BARE STRANDED a� COPPER GROUND 5/8* x 10' COPPER o CLAD STEEL GROUND ROD W/ TOP ® 18 o BELOW GRADE. SCADA ANTENNA DETAIL rn NO SCALE PRESSURE REDUCING STATION a) v REV. BY °ATE PRIOR LAKE, MINNESOTA PROJECT NO. 07-122 SKETCH n 0 PJL 18 JUL 07 0 WATER TREATMENT FACILITY E2 SCADA SCADA ANTENNA DETAIL II 0_ I M W H LLI W (/) I CONDUIT PER CABLE & CONDUIT SCHEDULE 12"x 12"x 6" NEMA 4X TYPE 316 STAINLESS ra STEEL CABLE JUNCTION BOX W/ 8-POINT O TERMINAL BLOCK FOR CONNECTION TO FLOAT SWITCH OR LEVEL TRANSDUCER INSTRUMENT CABLES (16950) LABEL TERMINALS PER SHOP II DRAWINGS. INSTALL 1 1/4" SCH 80 PVC CONDUIT FURNISH & INSTALL STAINLESS STEEL ANCHOR STUB TO CLEARWELL. SLEEVE OR CORE DRILL STRUCTURE AS REQUIRED. GROUT - -�ACCESS HATCH OPENING AROUND NEW CONDUIT STUB W/ NON-SHRINK GROUT, AD,L_ FLOAT SWITCHES OR SUBMERSIBLE LEVEL TRANSMITTER PER PLAN (16950). SECURE TO AIRCRAFT CABLE WI BELL END ' STAINLESS STEEL CLAMPS. CONFIRM ELEVATION & REQUIRED CABLE LENGTHS DURING CONSTRUCTION. COIL 5' EXTRA EACH CABLE. TYPICAL. 1/4" DIA. STAINLESS STEEL AIRCRAFT CABLE W/ LOOP & STAINLESS STEEL CLAMP AT EACH END (16950). SECURE FLOAT SWITCH CABLE W/ LARGE NYLON CABLE TIES EVERY 24g. CONFIRM CABLE LENGTH DURING CONSTRUCTION. SA EARWELL 12Ib. (MINIMUM) VINYL COATED CAST IRON MUSHROOM STYLE BOAT ANCHOR (16950). REST AT BOTTOM OF CLEARWEIL WHILE KEEPING ci SUPPORT CABLE TAUT. CLEARWELL FLOAT SWITCH DETAIL v NO SCALE DIAGRAMMATIC ONLY 0 U) U) -a TYPICAL FOR BON NORTH & SOUTH CLEARYELLS v rn =v a) v REV. BY DATE PRIOR LAKE, MINNESOTA PROJECT NO. 07-122 SKETCH N 0 PJL 18 JUL 07 o WATER TREATMENT FACILITY N E 3 CLEARWELL LEVEL DETAIL Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:42 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Prior Lake WTF Location: Prior Lake, MN Drawing Date: 12-31-07 Remote Area Number: 1 Contractor: Total Fire Protection Telephone:605-582-2400 1004 7th Ave. North PO Box 680 Brandon, SD 57005 Designer: Trent Myers Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities : SYSTEM DESIGN Code:NFPA 13 Hazard:Ordinary G1 System Type:WET Area of Sprinkler Oper. 1562 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 .150 I Make: TYCO Area per Sprinkler 130 . 0 sq ftl Model : TY-FRB Hose Allowance Inside 0 gpm I K-Factor: 5 .60 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 272.5 psi Required: 76.0 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 11-28-07 Rated Capacity 0 gpm Static Pressure 89 . 0 psi Rated Pressure 0 . 0 psi Residual Pres 84 .0 psi Elevation 0 At a Flow of 1385 gpm Make: Elevation 0" Model : Location: Source of Information: SYSTEM VOLUME 523 Gallons Notes : Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:42 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 273 73.6 psi 1 3" Grvd Butterfly Valve "BFV" 10 ' 120 3 . 068 273 0 . 9 Elevation Change 3 ' 0" 1 .3 1 4" Flngd Back Flow Valve Watts "770 0 ' 0 4 .026 273 0 . 0 1 6" x 4" Flngd Reducer 0 ' 120 6 . 065 273 0 .0 1 6" Flngd 90 Ell 14 ' 120 6 . 065 273 0 .0 1 Pipe 6" DIx18 Cl 350 110 ' 140 6 .338 273 0 .2 Hydr Ref R1 Required at Source 273 76.0 psi Fixed Flow Flow Loss 250 gpm Water Source 89 . 0 psi static, 84 . 0 psi residual @ 1385 gpm 523 gpm 88.2 psi SAFETY PRESSURE 12.2 psi Available Pressure of 88.2 psi Exceeds Required Pressure of 76.0 psi This is a safety margin of 12 .2 psi or 14 % of Supply Maximum Water Velocity is 15 .4 fps Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:42 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) A1 .85 / IDA4 .87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x QA2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi . Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:42 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI''%) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 101 39 .00 5 .60 12 . 1 19 .5 19 .5 0 .15 102 39. 00 5 .60 12 .3 19. 7 19 .5 0 . 15 103 39. 00 5 .60 16. 1 22 .5 19 .5 0 . 17 104 39 .00 5 .60 13 .5 20 .6 19.5 0 . 16 105 39 .00 5 . 60 12 .2 19 .6 19 .5 0 .15 106 39. 00 5 . 60 12 .4 19 .7 19 .5 0 .15 107 39. 00 5 .60 17.2 23 .3 19 .5 0 .18 108 39 .00 5 .60 15 .2 21.8 19 .5 0 .17 109 39 .00 5 . 60 12 .6 19 . 9 19 .5 0 .15 110 39. 00 5 . 60 12 .8 20 . 1 19 .5 0 . 15 111 39 . 00 5 .60 17 . 8 23 .6 19 .5 0 . 18 112 39 . 00 5 .60 13 . 7 20 .7 19.5 0 . 16 114 39 .00 5 .60 14 . 9 21 .7 19 .5 0 . 17 618 39 . 00 17. 1 A9 11 .50 66.2 A10 11 .50 67 . 6 All 3 . 00 73 . 5 Al2 3 .00 73 . 5 Bl 37 . 00 22 . 9 B2 37 . 00 23 .2 B3 37 . 00 24 .4 B4 11 .50 64 . 8 W 3 . 00 73 .6 Max velocity of 15 .39 occurs in the pipe from B4 TO B3 Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:42 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 101 TO W (PRIMARY PATH) 19 .50 1 .728 10 .00 12 .1 12 . 1 K = 5 .60 101 C=120 0 . 00 0 . 0 0 . 0 19 .50 0 . 011 10 . 00 0 .1 12 . 1 Vel = 2 .69 19.59 1 .728 10 . 00 12 .2 12 .2 K = 5 .60 105 C=120 0 . 00 0 . 0 0 . 0 39 .09 0 .040 10 . 00 0 .4 12 .2 Vel = 5 .40 19 .90 1 .728 10 .00 12 .6 12 . 6 K = 5 . 60 109 C=120 0 .00 0 . 0 0 .0 58 . 99 0 . 085 10 .00 0 . 8 12 .6 Vel = 8 .15 20 .56 1.728 10 . 00 13 .5 13 . 5 K = 5 .60 104 C=120 0 . 00 0 . 0 0 . 0 79 .55 0 . 147 10 . 00 1.5 13 .5 Vel = 10 . 99 21 .65 1 . 728 1E 13 .71 14 .9 14 . 9 K = 5 .60 114 C=120 1T 16 .93 0 .9 0 . 0 101 .20 0 .230 30 . 65 7 . 0 14 . 9 Vel = 13 . 98 2 .703 13 . 00 22 . 9 22 . 9 B1 C=120 0 . 00 0 . 0 0 . 0 101 .20 0 .026 13 . 00 0 .3 22 . 9 Vel = 5 .71 102 . 00 2 .703 13 . 00 23 .2 23 .2 B2 C=120 0 . 00 0 . 0 0 . 0 See PATH 2 203 .20 0 . 094 13 . 00 1.2 23 .2 Vel = 11 .47 69 .32 2 .703 3E 147 .92 24 .4 24 .4 B3 C=120 1F 32 . 64 11 . 0 0 . 0 See PATH 3 272 .52 0 . 163 180 .56 29.4 24 .4 Vel = 15 .39 3 .314 iT 1 .00 64 . 8 64 . 8 B4 C=120 21 . 84 0 . 0 0 . 0 272 .52 0 . 060 22 . 84 1.4 64 .8 Vel = 10 .24 3 .314 22 .75 66 .2 66 .2 A9 C=120 0 .00 0 .0 0 . 0 272 .52 0 . 060 22 . 75 1 .4 66 .2 Vel = 10 .24 3 .314 2E 16 .91 67 . 6 67 .6 A10 C=120 20 .38 3 .7 0 . 0 272 .52 0 .060 37 .30 2 .2 67 . 6 Vel = 10 .24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:42 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 101 TO W (PRIMARY PATH) 4 .310 1. 00 73 .5 73 . 5 All C=120 0 . 00 0 .0 0 . 0 272 .52 0 . 017 1.00 0 .0 73 .5 Vel = 6 . 05 4 .310 1 .00 73 .5 73 .5 Al2 C=120 0 .00 0 . 0 0 . 0 272 .52 0 . 017 1. 00 0 .0 73 .5 Vel = 6 .05 W 272 .52 73 .6 K = 31.77 PATH 2 FROM HYDRAULIC REFERENCE 102 TO B2 19 .65 1 . 728 10 . 00 12 .3 12 .3 K = 5 .60 102 C=120 0 .00 0 . 0 0 . 0 19 .65 0 . 011 10 . 00 0 . 1 12 .3 Vel = 2 .72 19 .74 1 . 728 10 . 00 12 .4 12 .4 K = 5 .60 106 C=120 0 . 00 0 . 0 0 . 0 39 .40 0 . 040 10 . 00 0 .4 12 .4 Vel = 5 .44 20 . 06 1 .728 10 . 00 12 .8 12 .8 K = 5 .60 110 C=120 0 . 00 0 . 0 0 . 0 59 .46 0 . 086 10 . 00 0 . 9 12 . 8 Vel = 8 .21 20 .72 1.728 10 . 00 13 .7 13 . 7 K = 5 .60 112 C=120 0 . 00 0 .0 0 . 0 80 . 18 0 . 149 10 . 00 1.5 13 .7 Vel = 11 .08 21 . 82 1 . 728 lE 13 .71 15 .2 15 .2 K = 5 .60 108 C=120 1T 16 . 93 0 .9 0 . 0 102 .00 0 .233 30 . 65 7 . 1 15 .2 Vel = 14 . 09 B2 102 . 00 23 .2 K = 21 .18 PATH 3 FROM HYDRAULIC REFERENCE 103 TO B3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:42 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 103 TO B3 CONTINUED 22 .45 1 . 080 1T 1 .61 16 .1 16 . 1 K = 5 .60 103 C=120 5 .76 0 . 0 0 . 0 22 .45 0 . 140 7 .37 1. 0 16 . 1 Vel = 7 . 94 1 .728 10 . 00 17 .1 17 . 1 618 C=120 0 . 00 0 . 0 0 . 0 22 .45 0 . 014 10 .00 0 . 1 17 . 1 Vel = 3 . 10 23 .26 1 . 728 10 .00 17 .2 17 .2 K = 5 .60 107 C=120 0 . 00 0 . 0 0 . 0 45 .71 0 . 053 10 .00 0 .5 17 .2 Vel = 6 .31 23 .61 1 .728 1E 33 .71 17 . 8 17 . 8 K = 5 .60 111 C=120 1T 16 . 93 0 . 9 0 . 0 69.32 0 . 114 50 .65 5 .8 17 .8 Vel = 9 .58 B3 69.32 24 .4 K = 14 . 03 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 0 0 to 0 in v 0 m E E -- - - 0 Tr LIrnrn co00 O N Q N 0N ;0 New O N = _ c0 Q Q O �— E E - M Q rn rn a Q Z 0 O M M fV a) Cl) LL NN T c i N N `) � EE � o,� M a) >,>,as N Ce d (/)U) U) 2 • _ E •V) •N a QCLCf) 0 0 u) C7) N ai `) N N N N c N a N 0 r La = N- 0 .�- E 3 la ni N O (O O N 5U)CLE0 .J N - O L F- ZI 0) W Y N NLo O Q N 0 J U) Ca J "O'' d O O a) O O E (p n. 0_ Ct O O • S N N O O O O , O O (V a (0 — Prior Lake WTF Drawing Date:12-31-07 6/19/08 16:50 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Prior Lake WTF Location: Prior Lake, MN Drawing Date: 12-31-07 Remote Area Number: 2 Contractor: Total Fire Protection Telephone: 605-582-2400 1004 7th Ave. North PO Box 680 Brandon, SD 57005 Designer: Trent Myers Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities: SYSTEM DESIGN Code :NFPA 13 Hazard:Ordinary Gl System Type:DRY Area of Sprinkler Oper. 1167 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 .300 I Make: TYCO Area per Sprinkler 85 . 0 sq ftl Model : TY-FRB Hose Allowance Inside 0 gpm I K-Factor: 8 . 00 Hose Allowance Outside 250 gpm I Temperature Rating: 200 CALCULATION SUMMARY 16 Flowing Outlets gpm Required: 436.3 psi Required: 81.6 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 11-28-07 Rated Capacity 0 gpm Static Pressure 89 . 0 psi Rated Pressure 0 . 0 psi Residual Pres 84 . 0 psi Elevation 0 At a Flow of 1385 gpm Make: Elevation 0" Model : Location: Source of Information: SYSTEM VOLUME 523 Gallons Notes : Prior Lake WTF Drawing Date:12-31-07 6/19/08 16:50 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 436 75.7 psi 1 2%" Grvd Dry Valve Tyco AF CHART LOSS 436 3 . 9 Elevation Change 3 ' 0" 1.3 1 4" Flngd Back Flow Valve Watts "770 0 ' 0 4 . 026 436 0 .0 1 6" x 4" Flngd Reducer 0 ' 120 6 .065 436 0 .0 1 6" Flngd 90 Ell 14 ' 120 6 .065 436 0 .1 1 Pipe 6" DIx18 Cl 350 110 ' 140 6 .338 436 0 .5 Hydr Ref Ri Required at Source 436 81.6 psi Fixed Flow Outside Hose Allow. 500 gpm Water Source 89.0 psi static, 84 . 0 psi residual @ 1385 gpm 936 gpm 86.6 psi SAFETY PRESSURE 5.0 psi Available Pressure of 86.6 psi Exceeds Required Pressure of 81.6 psi This is a safety margin of 5.0 psi or 6 % of Supply Maximum Water Velocity is 16 .4 fps Prior Lake WTF Drawing Date:12-31-07 6/19/08 16:50 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) A1 . 85 / IDA4 .87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x QA2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi . Addition may vary by 0 . 1 psi due to accumulation of round off . - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations Prior Lake WTF Drawing Date:12-31-07 6/19/08 16:50 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI"3) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 201 20 .00 8 . 00 13 .3 29 .2 25 .5 0 .34 202 20 .00 8 . 00 11 .3 26 .9 25 .5 0 .32 203 20 .00 8 . 00 10 .4 25 .8 25 .5 0 .30 204 20 .00 8 . 00 10 .2 25 .5 25 .5 0 .30 205 20 .00 8 . 00 13 .8 29 .7 24 . 0 0 .37 206 20 .00 8 . 00 11 .7 27 .4 24 . 0 0 .34 207 20 . 00 8 . 00 10 .8 26 .2 24 . 0 0 .33 208 20 . 00 8 . 00 10 .5 25 . 9 24 . 0 0 .32 209 20 . 00 8 . 00 14 .5 30 .5 24 . 0 0 .38 210 20 .00 8 . 00 12 .3 28 . 1 24 . 0 0 .35 211 20 . 00 8 . 00 11 .4 27 . 0 24 . 0 0 .34 212 20 . 00 8 . 00 10 . 8 26 .3 24 . 0 0 .33 213 20 . 00 8 . 00 13 .4 29 .3 25 .5 0 .34 214 20 .00 8 . 00 11.4 27 . 0 25 .5 0 .32 215 20 .00 8 . 00 10 .5 25 . 9 25 .5 0 .30 216 20 .00 8 . 00 10 .2 25 .6 25 .5 0 .30 Al2 3 .00 75 . 7 Cl 20 .00 17 . 7 C2 20 .00 17 . 8 C3 20 .00 18 .3 C4 20 .00 19 .2 W 3 . 00 75 . 7 Max velocity of 16 .39 occurs in the pipe from Al2 TO C4 Prior Lake WTF Drawing Date:12-31-07 6/19/08 16:50 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 204 TO W (PRIMARY PATH) 25 .50 1.728 10 .00 10 .2 10 .2 K = 8 . 00 204 C=100 0 . 00 0 . 0 0 . 0 25 .50 0 . 025 10 . 00 0 .3 10 .2 Vel = 3 .52 25 .81 1 .728 10 . 00 10 .4 10 .4 K = 8 .00 203 C=100 0 . 00 0 . 0 0 . 0 51 .31 0 . 092 10 . 00 0 . 9 10 .4 Vel = 7 . 09 26 . 93 1 .728 10 . 00 11 .3 11 .3 K = 8 .00 202 C=100 0 . 00 0 . 0 0 . 0 78 .24 0 .200 10 .00 2 . 0 11 .3 Vel = 10 .81 29 .21 1 . 728 iT 4 . 12 13 .3 13 .3 K = 8 . 00 201 C=100 8 . 06 0 . 0 0 . 0 107 .45 0 .360 12 .18 4 .4 13 .3 Vel = 14 .84 3 .314 8 .50 17 . 7 17 . 7 Cl C=100 0 . 00 0 . 0 0 . 0 107 .45 0 . 015 8 .50 0 . 1 17 .7 Vel = 4 .04 107 .85 3 .314 8 . 00 17. 8 17 .8 C2 C=100 0 . 00 0 . 0 0 . 0 See PATH 2 215 .29 0 . 055 8 . 00 0 .4 17 . 8 Vel = 8 .09 109 . 19 3 .314 8 .00 18 .3 18 .3 C3 C=100 0 . 00 0 . 0 0 . 0 See PATH 3 324 .49 0 . 117 8 . 00 0 . 9 18 .3 Vel = 12 .19 111 .85 3 .314 8E 166 .46 19.2 19 .2 C4 C=100 1T 76 . 89 7.4 0 .0 See PATH 4 436 .33 0 .202 1F 243 .36 49. 1 19 .2 Vel = 16 .39 4 .310 1 . 00 75 . 7 75 . 7 Al2 C=100 0 . 00 0 . 0 0 . 0 436 .33 0 . 056 1 . 00 0 .1 75 .7 Vel = 9.69 W 436 .33 75 .7 K = 50 . 14 PATH 2 FROM HYDRAULIC REFERENCE 216 TO C2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake WTF Drawing Date:12-31-07 6/19/08 16:50 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 216 TO C2 CONTINUED 25 .60 1 . 728 10 . 00 10 .2 10 .2 K = 8 . 00 216 C=100 0 . 00 0 . 0 0 .0 25 .60 0 . 025 10 . 00 0 .3 10 .2 Vel = 3 .54 25 . 91 1. 728 10 . 00 10 .5 10 .5 K = 8 .00 215 C=100 0 . 00 0 . 0 0 . 0 51 .51 0 . 092 10 . 00 0 . 9 10 .5 Vel = 7 . 12 27 . 03 1. 728 10 .00 11 .4 11 .4 K = 8 .00 214 C=100 0 . 00 0 . 0 0 . 0 78 .53 0 .201 10 . 00 2 . 0 11 .4 Vel = 10 . 85 29 .31 1 . 728 iT 4 . 12 13 .4 13 .4 K = 8 . 00 213 C=100 8 . 06 0 . 0 0 . 0 107 . 85 0 .362 12 . 18 4 .4 13 .4 Vel = 14 .90 C2 107 .85 17 . 8 K = 25 .53 PATH 3 FROM HYDRAULIC REFERENCE 208 TO C3 25 .92 1 . 728 10 .00 10 .5 10 .5 K = 8 . 00 208 C=100 0 . 00 0 . 0 0 . 0 25 . 92 0 .026 10 . 00 0 .3 10 .5 Vel = 3 .58 26 .24 1 .728 10 . 00 10 . 8 10 . 8 K = 8 .00 207 C=100 0 . 00 0 . 0 0 . 0 52 . 15 0 . 094 10 . 00 0 . 9 10 . 8 Vel = 7 .20 27 .36 1 . 728 10 . 00 11 .7 11 . 7 K = 8 .00 206 C=100 0 . 00 0 . 0 0 . 0 79 .52 0 .206 10 . 00 2 . 1 11 . 7 Vel = 10 . 98 29 .68 1 .728 1T 4 . 12 13 . 8 13 .8 K = 8 . 00 205 C=100 8 . 06 0 . 0 0 . 0 109 .19 0 .371 12 . 18 4 . 5 13 . 8 Vel = 15 .08 C3 109. 19 18 . 3 K = 25 .54 PATH 4 FROM HYDRAULIC REFERENCE 212 TO C4 UNITS DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake WTF Drawing Date:12-31-07 6/19/08 16:50 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 212 TO C4 CONTINUED 26 .34 1 .728 2E 11 . 00 10 . 8 10 . 8 K = 8 .00 212 C=100 8 . 06 0 . 0 0 . 0 26 .34 0 . 027 19. 06 0 . 5 10 . 8 Vel = 3 .64 26 . 96 1 .728 10 . 00 11.4 11 .4 K = 8 . 00 211 C=100 0 .00 0 .0 0 . 0 53 .30 0 . 098 10 . 00 1. 0 11 .4 Vel = 7 .36 28 .10 1. 728 10 . 00 12 .3 12 .3 K = 8 .00 210 C=100 0 .00 0 . 0 0 . 0 81 .40 0 .215 10 . 00 2 .2 12 .3 Vel = 11 .24 30 .45 1 .728 1T 4 . 12 14 .5 14 .5 K = 8 .00 209 C=100 8 . 06 0 . 0 0 . 0 111 .85 0 .387 12 .18 4 .7 14 .5 Vel = 15 .45 C4 111 .85 19 .2 K = 25 .52 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 0 0 LU 0 UD• 0 EE v a) a_ o_ co 3 N 0 72 a � _ 0 N = _co 0 EE M 3 QQ7) .NCL c QcoCDQQ LL CO a) T- � aa) N > CD i z E E a Lu —I— co w a) a) �'-0 a2na co� >, co a) CL o_ cn cn = E (0 Q QQCJ) 0 0 LO LU cococ N ai N- = °o N o N 7, 343 to:° a) O co p �cn � l1 J ' o LU NZ N N a) a) Q co co Cl.) Q O J J 0 .oo `o E ao 0 0 0 • V o coOCD N cn - Grasspave2 - Grass porous (permeable,pervious)pavement Page 1 of 2 fiest Strtictures,inc. ; ` State of the Earth Innovation % ' � 2 friE-.2 IawclM ..,: ,� � Crass* wro� w 11111101110 7( " .7d +E -_ is ,rrl .A ( t, I /b ; Tech Specs Grasspave2 Brochure Design Details Project Profiles Large Rolls Installation(Flash) Data Sheet Competitive Advantages Material Safety Hydrogrow Roll Sizes Sand Root Zone : „ Porous(permeable, pervious) Pavement System •„ s, � "; • Description: Grasspave2 porous paving allows you to park,drive,walk,ride,or lounge on a beautiful grass lire Grasspave porous pavement syslew is surface.It performs the functions of asphalt or concrete pavement,but with the aesthetics of a lawn— urn.rprrsed of a sandy gravel base course,Hydrogrow all while enhancing the environment. „ polymer-fertill/Tr mixture,the(irasspave`ria and grid structure,sharp concrete sand,and grass seed or Grasspave2 is a structure which provides incredible load bearing strength while protecting vegetation od' root systems from deadly compaction.High void spaces within the entire cross-section enable excellent root development,and storage capacity for rainfall from storm events.Stormwater is slowed in movement through and across Grasspave2 surfaces,which deposits suspended sediment and increases time to discharge.Suspended pollutants and moderate amounts of engine oils are consumed by active soil bacteria,which are aided by the system's excellent oxygen exchange capacity. CSI No.02765 • P9f§ •r 'z ,;+ 4 Benefits of the Grasspave2 porous paving system: • Pervious Load Bearing Surface Watch ow New Video"Grasspave2 and • Stormwater Pollution Filtration and Treatment Gravelpave2:A Better Solution!"Outlining the • Airborne Dust Capture and Retention benefits of porous paving and permeable surfaces. • Heat Energy Reflection Reduction,"Cool"Surface • Tree Growth within Parking Areas t , a • r f * Applications Include: . • Overflow Parking(see Parking Delineation) • Fire lanes(see Delineation) • Event Parking • Driveways • • Employee Parking • Utility Access The G ras pave2 porous pavement system was used at the Sabre Center in Grapevine. l X Grasspave2 • On-street Parking was used as a fire lane and green space.Grasspave2 helped Sabre earn LEEDTM Ixrimts.Find out how 151 • Pedestrian Access products can earn multiple LEEDTM points fi,r Your development. • Handicap Parking • Emergency Access • Infiltration Basins Schedules and Specs: vise this third party system to help with schedules and specs. Size: http://www.invisiblestructures.com/GP2/grasspave.htm 9/5/2006 Grasspave2 - Grass porous (permeable,pervious)pavement Page 2 of 2 Manufactured in 1 square meter units(3.3'x 3.3')or quarter-meter units(1.65 feet x 1.65 feet)and assembled into rolls.Please view our Roll Chart for dimensions. ' • 1 Yj Click Here �, a .�a3, + si� �• ty i�... � s „0�ggjjg 1 ,�' i ',:fr •".. -,... :t.);40L ,e-c... .. 'Nn: i ....w.i....i , z....04y.,* ','-:-;::-:.;.:.., : ',-,,,- ..,:- .1!-..; . ,, <,„f,„...., ' S„, itoilli o a w,'v ' . A-'""',...:,-"'tR , i T.`. € ltchant Stadium, ...c ,of the/ i r r,t l''''''''n'' S a.=patie2 is perfect for autontuhils chsl l•is ��/(,rstss p tGe hi=h coni rressiti ei stri:nrth 5.2 has the w�E e, largest t Qn.gineered gra,..:; Jjr €< I porous pavement sti Stem at?'1 i X00 sq 11. areas,such as tln>taus in Red Wood City. psi,make it perfect for-re n Etre lanes.A fire t`.A.,h au e of its beauty and high truck outrigger will exert only about uric-'111th of View v this project profile. c orrtpis ive'strength View thi project capacity Visit our project profiles(put fire profile lane"iit application field)and view over?U applications. Beachrings2 I Draincore2 I Grasspave2 I Gravelpave2 I Rainstore3 j Slopetame2 I GreenBuildingt I Total Stormwater Management Home I Project Profiles I Sales and SupportIAbout Us I FAQs I Downloads I Site Map http://www.invisiblestructures.com/GP2/grasspave.htm i 9/5/2006 September 1, 2006 203 Suite B Box 367 NW 1st Avenue Faribault MN 55021 507 334 2251 fax: 507 334 8350 www.architectsplus.net architects architecture plus interior design contract management City of Prior Lake 17073 Adelmann St. SE Prior Lake, MN 55372-1714 Attn: Robert D. Hutchins - Building Official Re: Prior Lake Water Treatment Facility, Prior Lake, MN Comm. No. 2850 Dear Bob: I much appreciated your taking time to visit with our Water Treatment Facility Design Team on Wednesday afternoon. It was very helpful to review our progress to date, and discuss what issues you want clarified as we move ahead. Some previous projects have not started with such a clear understanding as to what has to be included in our construction documents. We will look forward to receiving the listing of the fire consultants that you mentioned for reviewing the project once the drawings are further along. As I mentioned, we are also working with Duane Grace on document review. I will also be sending you the information on the drive pavers that allow for ground absorption and green area. Thank you again. Yours truly, ply)�"��. 1'"" 660g) David J. Medin, Architect President bvr cc: Seth Peterson SEP. 1.2006 10:20AM N0.825 P. 1/1 203 NW 1st Avenue Suite B Box 367 September 1, 2Q06 Farlbault MN 55021 507 334 2251 fax:507 334 8350 www.arehltectsplus.net architects• architecture plus interior design • contract management City of Prior Lake 17073 Adelmann St. SE Prior Lake, MN 55372-1714 Attn: Robert D..Hutchins - Building Official Re: Prior Lake Water Treatment Facility, Prior Lake, MN Comm. No. 2850 Dear Bob: I much appreciated your taking time to visit with our Water Treatment Facility Design Team on Wednesday afternoon. It was very helpful to review our progress to date, and discuss what issues you want clarified as we move ahead. Some previous projects have not started with such a clear understanding as to what has to be included in our construction documents. We will look forward to receiving the listing of the fire consultants that you mentioned for reviewing the project once the drawings are further along. As I mentioned, we are also working with Duane Grace on document review. I will also be sending you the information on the drive pavers that allow for ground absorption and green area. Thank you again. Yours truly, g(149wSK M. L P � David J. Medin, Architect gdss 51{ -1-r\CC President bvr CO.IS-I-OKri titer4‘A1E. cc: Seth Peterson v / ,� .p,\ ;411 N"9 wAth OS 911PC IP 203 NW 1st Avenue August 22, 2006 �T" Suite B Box 367 ee!v Faribault MN 55021 AUG 2 3 2006 507 334 2251 fax: 507 334 8350 IsT'3 ('.`,1 X.k1: .4(,11C www.architectsplus.net architects "6",,:i!SVIL.LE,MN architecture plus interior design contract management Bolton and Menk 12224 Nicollet Ave. Burnsville, MN 55357-6857 Attn: Seth Peterson Re: Prior Lake WTP, Prior Lake MN �'�L9 4c epG Comm. No. 2850 Qpty 'j''J w (6 � k" Dear Seth: We are in the process of organizing the eventual design process from our end, and have taken a quick look at Code issues that will govern various design aspects of the project. With your approval, I would like to schedule a preliminary review session with the Prior Lake Building Official to avoid any problems down the road. Occupancy: F-2: (Water Treatment) S-2: (Garage) Construction Type: II-B (non-combustible) sprinkler Area Allowed: F-2: 23,000 + 75% (setback) 17,250 = 40,250 Sq. Ft. S-1: 26,000 + 75% (setback) 19,500 = 45,500 Sq. Ft. Area Separation Required: F-2/S-2 = 2 Hr. (Or unseparated use) renty square feet of opening every fifty lineal feet of wall on two sides: Quantities of chemicals allowed in F-2 occupancy: (See attached) (11.40c1.40c Cµ -(4.QZ- 1560&4r Please let me know if you have any thoughts on our idea. l 4404,e, F-C,c41-i 06' See.SAL—. I'll look forward to seeing you on the 30th. )Li ptfvsAr6 - 360 With s r:g- .s pa`r Q%s-NPc0.6.44-6e-c.,(44.0 David J. Medt , Archi ect President P"1)44 _1)44 bvr ®41-• fr.(A. A Ftp ENc0IN6. Enc. °"1', Otit T© C›er- r'^t1%4 Elm-46NzitetroA ,tom° k"*t USE AND OCCUPANCY CLASSIFICATION 306-307.2 SECTION 306 Textiles FACTORY GROUP F Tobacco Trailers 306.1 Factory Industrial Group F.Factory Industrial Group Upholstering F occupancy includes,among others,the use of a building or Wood;distillation structure,or a portion thereof,for assembling,disassembling, Woodworking(cabinet) fabricating, finishing, manufacturing, packaging, repair or processing operations that are not classified as a Group H 06.3 Factory Industrial F-2 Low-Hazard Occupancy. hazardous occupancy. actory industrial uses that involve the fabrication or manu- facturing of noncombustible materials which during finish- 306.2 Factory Industrial F-1 Moderate-Hazard ing,packing or processing do not involve a significant fire Occupancy.Factory Industrial uses which are not classified hazard shall be classified as F-2 occupancies and shall as Factory Industrial F-2 Low Hazard shall be classified as F- include,but not be limited to,the following: 1 Moderate Hazard and shall include,but not be limited to, the following: Beverages (nonalcoholic) Brick and masonry Aircraft Ceramic products • Appliances Foundries Athletic equipment Glass products Automobiles and other motor vehicles Gypsum Bakeries Ice Beverages(alcoholic) Metal products (fabrication and assembly) Bicycles Boats;building [F] SECTION 307 Brooms or brushes HIGH-HAZARD GROUP H Business machines 307.1 Hazardous Group H.Hazardous Group H occupancy Cameras and photo equipment includes,among others,the use of a building or structure,or Canvas or similar fabric a portion thereof, that involves the manufacturing, process- Carpets and rugs(includes cleaning) ing,generation or storage of materials that constitute a phys- Clothing ical or health hazard in quantities in excess of those found in Construction and agricultural machinery Tables 307.7(1) and 307.7(2). (See also definition of 1) and 307.7( • Area") Dry cleaning and dyeing Electric light plants and power houses 3072 Definitions.The following words and terms shall,for Electronics the purposes of this section and as used elsewhere in this Engines(including rebuilding) code,have the meanings shown herein. Food processing Furniture AEROSOL. A product that is dispensed from an aerosol Hemp products container by a propellant. - Jute products Aerosol products shall be classified by means of the cal- Laundries culation of their chemical heats of combustion and shall be Leather products designated Level 1,Level 2 or Level 3. Machinery Level 1 aerosol products. Those with a total chemical Metals heat of combustion that is less than or equal to 8,600 Millwork(sash&door) British thermal units per pound(Btu/lb) (20 kJ/g). Motion pictures and television filming Level 2 aerosol products. Those with a total chemical Musical instruments heat of combustion that is greater than 8,600 Btu/lb (20 Optical goods kJ/g),but less than or equal to 13,000 Btu/lb(30 kJ/g). Paper mills or products Photographic film Level 3 aerosol products.Those with a total chemical heat Plastic products combustion that is greater than 13,000 Btu/lb(30 kJ/g). Printing or publishing AEROSOL CONTAINER.A metal can or a glass or plastic Recreational vehicles bottle designed to dispense an aerosol. Metal cans shall be Refuse incineration limited to a maximum size of 33.8 fluid ounces (1000 ml). Shoes Glass or plastic bottles shall be limited to a maximum size of Soaps and detergents 4 fluid ounces (118 ml). 2000 INTERNATIONAL BUILDING CODE® 27 USE AND OCCUPANCY CLASSIFICATION 310.2-311.3 R-2 or I and where buildings do not contain more than fire partitions or horizontal assemblies as required by _ two dwelling units, or adult and child care facilities Sections 708 and 710. that provide accommodations for five or fewer persons SECTION 311 of any age for less than 24 hours. STORAGE GROUP S R-4 Residential occupancies shall include buildings arranged 311.1 Storage Group S. Storage Group S occupancy for occupancy as Residential Care/Assisted Living includes among others,the use of a building or structure,or Facilities including more than five but not more than 16 a portion thereof, for storage that is not classed as a haz- occupants,excluding staff. ardous occupancy. Group R-4 occupancies shall meet the requirements for construction as defined for Group R-3 except for 311.2 Moderate-hazard storage, Group S-1. Buildings the height and area limitations provided in Section 503. occupied for storage uses which are not classified as Group S-2 including,but not limited,to storage of the following: 310.2 Definitions.The following words and terms shall,for Aerosols,Level 2 and Level 3 the purposes of this section and as used elsewhere in this Aircraft hangars code,have the meanings shown herein. Bags,cloth,burlap and paper Bamboos and rattan BOARDING HOUSE. A building arranged or used for Baskets lodging for compensation, with or without meals, and not Belting,canvas and leather occupied as a single-family unit. Books and paper in rolls or packs Boots and shoes DORMITORY.A space in a building where group sleeping Buttons,including cloth covered,pearl or bone accommodations are provided in one room,or in a series of Cardboard and cardboard boxes closely associated rooms, for persons riot members of the Clothing,woolen wearing apparel same family group, under joint occupancy and single man- Cordage agement,as in college dormitories or fraternity houses. Furniture Furs DWELLING UNIT.A single unit providing complete,inde- Glues,mucilage,pastes and size pendent living facilities for one or more persons, including Grains permanent provisions for living, sleeping, eating, cooking Horns and combs,other than celluloid and sanitation. Leather Linoleum PERSONAL CARE SERVICE.The care of residents who Lumber do not require chronic or convalescent medical or nursing Motor vehicle repair garages complying with the maxi- care. Personal care involves responsibility for the safety of mum allowable quantities of hazardous materials listed the resident while inside the building. in Table 307.7(1).(See Section 406.6.) Petroleum warehouses for storage of lubricating oils with RESIDENTIAL CARE/ASSISTED LIVING FACILI- a flash point of 200°F(93°C)or higher TIES.A building or part thereof housing a maximum of 16 Photo engravings persons,on a 24-hour basis,who because of age,mental dis- Resilient flooring ability or other reasons,live in a supervised residential envi- Silks ronment which provides personal care services. The occu- Soaps pants are capable of responding to an emergency situation Sugar without physicalassistance from staff. This classification Tires,bulk storage of shall include,but not be limited to,the following:residential Tobacco,cigars,cigarettes and snuff board and care facilities, assisted living facilities, halfway Upholstery and mattresses houses,group homes,congregate care facilities,social reha- Wax candles bilitation facilities,alcohol and drug abuse centers and con- valescent facilities.Residential care/assisted living facilities 3113 Low-hazard storage,Group S-2.Includes,among oth- housing more than 16 persons shall be classified as a Group ers,buildings used for the storage of noncombustible materials I-1. such as products on wood pallets or in paper cartons with or without single thickness divisions;or in paper wrappings.Such 3103 Required dwelling unit and guestroom separation. products may have a negligible amount of plastic trim such as Walls and floors separating dwelling units in the same build- knobs,handles or film wrapping.Storage uses include,but are ing,or guest rooms in Group R-1 hotel occupancies,shall be only limited to,storage of the following: 2000 INTERNATIONAL BUILDING CODE® 37 312-312.1 USE AND OCCUPANCY CLASSIFICATION Asbestos Sheds Beer or wine up to 12-percent alcohol in metal,glass or Stables ceramic containers Tanks Cement in bags Towers Chalk and crayons Dairy products in nonwaxed coated paper containers Dry cell batteries Electrical coils Electrical motors Empty cans Food products Foods in noncombustible containers Fresh fruits and vegetables in nonplastic trays or containers Frozen foods Glass Glass bottles,empty or filled with noncombustible liquids Gypsum board Inert pigments Ivory Meats Metal cabinets Metal desks with plastic tops and trim Metal parts Metals Mirrors Oil-filled and other types of distribution transformers sieParking garages,open or enclosed Porcelain and pottery Stoves Talc and soapstones Washers and dryers SECTION 312 UTILITY AND MISCELLANEOUS GROUP U 312.1 General. Buildings and structures of an accessory character and miscellaneous structures not classified in any specific occupancy shall be constructed,equipped and main- tained to conform to the requirements of this code commen- surate with the fire and life hazard incidental to their occu- pancy. Group U shall include,but not be limited to,the fol- lowing: Agricultural buildings Aircraft hangars,accessory to a one-or two-family resi- dence(See Section 412.3) Barns Carports Fences more than 6 feet(1829 nun)high Grain silos,accessory to a residential occupancy Greenhouses Livestock shelters Private garages Retaining walls 38 2000 INTERNATIONAL BUILDING CODE® • USE AND OCCUPANCY CLASSIFICATION TABLE 302.3.3 TABLE 302.3.3 REQUIRED SEPARATION OF OCCUPANCIES(HOURS)e USE A-1 A-2 A-3 A-4 A-5 Bb Ee F-1 F-2 H-1 H-2 H-3 H-4 H-5 I-1 1-2 1-3 1-4 Mb R-1 R-2 R-3,R-4 S-1 S�- U A-1 2 2 2 2 2 2 2 3 2 NP 4 3 2 4 2 2 2 2 2 2 2 2 3 2 1 A-2h — 2 2 2 2 2 2 3 2 NP 4 3 2 4 2 2 2 2 2 2 2 2 3 2 1 A-3df - — 2 2 2 2 2 3 2 NP 4 3 2 4 2 2 2 2 2 2 2 2 3 2 1 A-4 — — — 2 2 2 2 3 2 NP 4 3 2 4 2 2 2 2 2 2 2 2 3 2 1 A-5 — — — — 2 2 2 3 2 NP 4 3 2 4 2 2 2 2 2 2 2 2 3 2 1 Bb 2 2 3 2 NP 2 1 1 1 2 2 2 2 2 2 2 2 3 2 1 E 2 3 2 NP 4 3 2 3 2 2 2 2 2 2 2 2 3 2 1 F-1 3 3 NP 2 1 1 1 3 3 3 3 3 3 3 3 3 3 3 F-2, -v- 2 NP 2 1 1 1, 2 2 2 2 2 2 s 2 2 3 G 1 H-1 4 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP H-2 4 1 2 2 4 4 4 4 2 4 4 4 2 2 1 H-3 3 1 1 4 3 3 3 1 3 3 3 1 1 1 H-4 2 1 4 4 4 4 1 4 4 4 1 1 1 H-5 2 4 4 4 3 1 4 4 4 1 1 3 I-1 • 2 2 2 2 2 2 2 2 4 3 2 1-2 2 2 2 2 2 2 2 3 2 1 I-3 2 2 2 2 2 2 3 2 1 1-4 2 2 2 2 2 3 2 1 Mb 2 2 2 2 3 2 1 R-1 2 2 2 3 2 1 R-2 2 2 3 2 1 R-3,R-4 2 3 2g 1g S-1 3 3 -3 S-2° 2 1 U 1 For SI: I square foot=0.0929 m2. NP=Not permitted. a. See Exception 1 to Section 302.3.3 for reductions permitted. b. Occupancy separation need not be provided for incidental storage areas within Groups B and M if the: 1. Area is less than 10 percent of the floor area,or 2. Area is provided with an automatic fire-extinguishing system and is less than 3,000 square feet,or 3. Area is less than 1,000 square feet. c. Areas used only for private or pleasure vehicles may reduce separation by 1 hour. d. Accessory assembly areas are not considered separate occupancies if the floor area is 750 square feet or less. e. Assembly uses accessory to Group E are not considered separate occupancies f. Accessory religious educational rooms and religious auditoriums with occupant loads of less than 100 are not considered separate occupancies. g. See exception to Section 302.3.3. h. Commercial kitchens need not be separated from the restaurant seating areas that they serve. 2000 INTERNATIONAL BUILDING CODE® 25 TABLE 503 GENERAL BUILDING HEIGHTS AND AREAS TABLE 503 ALLOWABLE HEIGHT AND BUILDING AREAS Height limitations shown as stories and feet above grade plane. Area limitations as determined by the definition of"Area,building",per floor. 4 st gtRs. T TYPE OF CONSTRUCTION (IC)'`'0" TYPE I TYPE II TYPE III TYPE IV TYPE V A B A B A B HT A B HGT(ft) UL 160 65 55 65 55 65 50 40 GROUP Hgt(S) A-i S UL 5 3 2 3 2 3 2 1 A UL UL 15,500 8,500 14,000 8,500 15,000 11,500 5,500 A-2 S UL 11 3 2 3 2 3 2 1 A UL UL 15,500 9,500 14,000 9,500 15,000 11,500 6,000 A-3 S UL , 11 3 2 3 2 3, 2 1 A UL UL 15,500 9,500 14,000 9,500 15,000 11,500 6,000 A-4 S UL 11 3 2 3 2 3 2 1 A UL UL 15,500 9,500 14,000 9,500 15,000 11,500 6,000 A-5 S UL UL UL UL UL UL UL UL UL A UL UL UL UL UL UL UL UL UL - B S UL 11 5 4 5 4 5 3 2 A UL UL 37,500 23,000 28,500 19,000 36,000 18,000 9,000 E S UL 5 3 2 3 2 3 1 1 A UL UL 26,500 14,500 23,500 14,500 25,500 18,500 9,500 F-1 S UL 11 4 2 3 2 4 2 1 A UL UL 25,000 15,500 19,000 12,000 33,500 14,000 8,500 liP S UL 11 5 3 4 3 5 3 2 A UL UL 37,500 23,000 28,500 18,000 50,500 21,000 13,000 H-1 S 1 1 1 1 1 1 1 1 NP A 21,000 16,500 11,000 7,000 9,500 7,000 10,500 7,500 NP H-2 S UL 3 2 1 2 1 2 1 1 A 21,000 16,500 11,000 7,000 9,500 7,000 10,500 7,500 3,000 H-3 S UL 6 4 2 4 2 4 2 1 A UL 60,000 26,500 14,000 17,500 13,000 25,500 10,000 5,000 H-4 S UL 7 5 3 5 3 5 3 2 A IL UL 37,500 17,500 28,500 17,500 36,000 18,000 6,500 H-5 S 3 3 3 3 3 3 3 3 2 A UL UL 37,500 23,000 28,500 19,000 36,000 18,000 9,000 I-1 S UL 9 4 3 4 3 4 3 2 A UL 55,000 19,000 10,000 16,500 10,000 18,000 10,500 4,500 I-2 S UL 4 2 1 1 NP 1 1 NP A UL UL 15,000 11,000 12,000 NP 12,000 9,500 NP I-3 S UL 4 2 1 2 1 2 2 1 A UL UL 15,000 10,000 10,500 7,500 12,000 7,500 5,000 I-4 S UL 5 3 2 3 2 3 1 1 A UL 60,500 26,500 13,000 23,500 13,000 25,500 18,500 9,000 (continued) 80 2000 INTERNATIONAL BUILDING CODE® GENERAL BUILDING HEIGHTS AND AREAS TABLE 503-504.1 TABLE 503-continued ALLOWABLE HEIGHT AND BUILDING AREAS Height limitations shown as stories and feet above grade plane. Area limitations as determined by the definition of"Area,building",per floor. TYPE OF CONSTRUCTION TYPE I TYPE II TYPE III TYPE IV TYPE V A B 1-0- B, A B HT A B HGT(ft) UL 160 65 55 65 55 65 50 40 GROUP Hgt(S) M S UL 11 4 4 4 4 4 3 1 A UL UL 21,500 12,500 18,500 12,500 20,500 14,000 9,000 R-1 S UL 11 4 4 4 4 4 3 2 A UL UL 24,000 16,000 24,000 16,000 20,500 12,000 7,000 R-2a • S UL 11 4 4 4 s 4 4 3 2 A UL UL 24,000 16,000 24,000 16,000 20,500 12,000 7,000 R-3a S UL 11 4 4 4 4 4 3 3 A UL UL UL UL UL UL UL UL UL R-4 S UL 11 4 4 4 4 4 3 2 A UL UL 24,000 16,000 24,000 16,000 20,500 12,000 7,000 S-1 S UL 11 4 3 3 3 4 3 1 A UL 48,000 26,000 17,500 26,000 17,500 25,500 14,000 9,000 6 S UL 11 5 4 4 5 4 2 A UL 79,000 39,000 26,000 • 39,000 26,000 38,500 21,000 13,500 U S UL 5 4 2 3 2 4 2 1 A UL 35,500 19,000 8,500 14,000 8,500 18,000 9,000 5,500 For SI: 1 foot=305 mm,1 square foot=0.0929 m2. UL=Unlimited a. As applicable in Section 101.2. 503.13 Buildings on same lot.Two or more buildings on 5033 Area determination.The maximum area of a building the same lot shall be regulated as separate buildings or shall be determined by multiplying the allowable area per shall be considered as portions of one building if the floor(AQ),as determined in Section 506.1 by the number of height of each building and the aggregate area of build- stories up to a maximum of three stories. ings are within the limitations of Table 503 as modified by Sections 504 and 506.The provisions of this code applic- Exception: Unlimited area buildings in accordance with able to the aggregate building shall be applicable to each Section 507. building. SECTION 504 503.1.4 Type I construction. Buildings of Type I con- HEIGHT MODIFICATIONS struction permitted to be of unlimited tabular heights and areas are not subject to the special requirements that allow 504.1 General. The heights permitted by Table 503 shall unlimited area buildings in Section 507 or unlimited only be increased in accordance with this section. height in Sections 503.1.2 and 504.3 or increased height and areas for other types of construction. Exception: The height of one-story aircraft hangars, air- craft paint hangars and buildings used for the manufac- 503.2 Party walls. Any wall located on a property line turing of aircraft shall not be limited if the building is pro- `,_ between adjacent buildings which is used or adapted for joint vided with an automatic fire-extinguishing system in service between the two buildings,shall be constructed as a accordance with Chapter 9 and is entirely surrounded by fire wall in accordance with Section 705, without openings public ways or yards not less in width than one and one- and shall create separate buildings. half times the height of the building. 2000 INTERNATIONAL BUILDING CODE® 81 903.2.6.1—903.2.12.1.1 FIRE PROTECTION SYSTEMS taining a Group M occupancy exceeds 12,000 square feet 2. One-story buildings with a fire area containing a repair (1115 m2),or where more than three stories in height,or garage exceeding 12,000 square feet(1115 m2). where the combined fire area on all floors,including any 3. Buildings with a repair garage in the basement. mezzanines,exceeds 24,000 square feet(2230 m2). 903.2.10.2 Bulk storage of tires.Buildings and struc- 903.2.6.1 High-piled storage.An automatic sprinkler tures where the area for the storage of tires exceeds system shall be provided in accordance with the 20,000 cubic feet(566 m3) shall be equipped through- International Fire Code in all buildings of Group M out with an automatic fire sprinkler system in accor- where storage of merchandise is in high-piled or rack dance with Section 903.3.1.1. storage arrays. 903.2.11 Group 5-2.An automatic sprinkler system shall 903.2.7 Group R-1.An automatic sprinkler system shall be provided throughout buildings classified as an enclosed be provided throughout buildings with a Group R-1 fire parking garages in accordance with Section 406.4 or area. where located beneath other groups. Exceptions: 1. Where guestrooms are not more than three sto- Exception: Enclosed parking garages located beneath ries above the lowest level of exit discharge and Group R-3 occupancies as applicable in Section 101.2. each guestroom has at least one door leading 903.2.11.1 Commercial parking garages. An auto- directly to an exterior exit access that leads matic sprinkler system shall be provided throughout directly to approved exits. buildings used for storage of commercial trucks or 2. A residential sprinkler system installed in accor- buses where the fire area exceeds 5,000 square feet dance with Section 903.3.1.2 shall be allowed in (464 m2). buildings,or portions thereof,of Group R-1. 903.2.8 Group R-2.An automatic sprinkler system shall 903.2.12 All occupancies except Groups R-3 and U.An be provided throughout all buildings with a Group R-2 fire automatic sprinkler system shall be installed in the loca- area where more than two stories in height, including tions set forth in Sections 903.2.12.1 through basements,or where having more than 16 dwelling units. 903.2.12.1.3. Exception: A residential sprinkler system installed in Exception: Group R-3 as applicable in Section 101.2 accordance with Section 903.3.1.2 shall be allowed in and Group U. buildings,or portions thereof,of Group R-2. 903.2.12.1 Stories and basements without openings. 903.2.9 Group R-4.An automatic sprinkler system shall An automatic sprinkler system shall be installed be provided throughout all buildings with a Group R-4 fire throughout every story or basement of all buildings area with more than eight occupants. where the floor area exceeds 1,500 square feet (139.4 m2)and where there is not provided at least one of the Exception: An automatic sprinkler system installed in following types of exterior wall openings: accordance with Section 903.3.1.2 or Section 903.3.1.3 1. Openings below grade that lead directly to shall be allowed in Group I-1 facilities. ground level by an exterior stairway complying with Section 1003.3.3 or an outside ramp corn- 903.2.10 Group S-1.An automatic sprinkler system shall plying with Section 1003.3.4.Openings shall be be provided throughout all buildings where the fire area located in each 50 linear feet (15 240 mm), or containing a Group S-1 occupancy exceeds 12,000 square fraction thereof,of exterior wall in the story on at feet(1115 m2),or where more than three stories in height, one side. or where the combined fire area on all floors, including eleast �penings entirely above the adjoining ground mezzanines,exceeds 24,000 square feet(2230 m2). level totaling at least 20 square feet(1.86 m2) in 903.2.10.1 Repair garages. An automatic sprinkler each 50 linear feet (15 240 mm), or fraction system shall be provided throughout all buildings used thereof, of exterior wall in the story on at least as repair garages in accordance with Section 406.6 as one side. follows: 903.2.12.1.1 Opening dimensions and access. 1. Buildings two or more stories in height,including Openings shall have a minimum dimension of not basements, with a fire area containing a repair less than 30 inches (762 mm). Such openings shall garage exceeding 10,000 square feet(929 m2). be accessible to the fire department from the exteri- 182 2000 INTERNATIONAL BUILDING CODE® FIRE PROTECTION SYSTEMS 903.2.12.1.2 —903.3.1.1.1 or and shall not be obstructed in a manner that fire- Exception: Ducts in which the largest cross-sectional fighting or rescue cannot be accomplished from the diameter of the duct is less than 10 inches(254 mm). exterior. 903.2.14.2 Commercial cooking operations.An auto- 903.2.12.1.2 Openings on one side only. Where matic sprinkler system shall be installed in commercial openings in a story are provided on only one side kitchen exhaust hood and duct system where an auto- and the opposite wall of such story is more than 75, matic sprinkler system is used to comply with Section f (22 860 mm) from such openings, the story 904. shall be equipped throughout with an approved automatic sprinkler system,or openings as specified 903.2.15 Other required suppression systems.In addi- above shall be provided on at least two sides of the tion to the requirements of Section 903.2, the provisions story. indicated in Table 903.2.15 also require the installation of a suppression system for certain buildings and areas. 903.2.12.13 Basements. Where any portion of a TABLE 903.2.15 basement is located more than 75 feet(22 860 mm) ADDITIONAL REQUIRED SUPPRESSION SYSTEMS from openings required by Section 903.2.12.1, the, basement shall be equipped throughout with an SECTION SUBJECT approved automatic sprinkler system. 402.8 Covered malls 403.2,403.3 High-rise buildings 903.2.12.2 Rubbish and linen chutes. An automatic 404.3 Atriums sprinkler system shall be installed at the top of rubbish 4053 Underground structures • and linen chutes and in their terminal rooms. Chutes 407.5 Group I-2 extending through three or more floors shall have addi- 410.6 Stages tional sprinkler heads installed within such chutes at 411.4 Special amusement buildings alternate floors.Chute sprinklers shall be accessible for 412.2.5,412.2.6 Aircraft hangers • servicing. 415.7.2.4 Group H-2 416.4 Flammable finishes 903.2.123 Buildings over 55 feet in height.An auto- 417.4 Drying rooms matic sprinkler system shall be installed throughout 507 Unlimited area buildings buildings with a floor level having an occupant load of IFC Sprinkler requirements as set 30 or more that is located 55 feet(16 764 mm)or more forth in Section 903.2.15 of the above the lowest level of fire department vehicle International Fire Code access. 9033 Installation requirements. Automatic sprinkler sys- Exceptions: tems shall be designed and installed in accordance with Sections 903.3.1 through 903.3.7. 1. Airport control towers. 2. Open parking structures. 9033.1 Standards. Sprinkler systems shall be designed and installed in accordance with Sections 903.3.1.1, 3. Occupancies in Group F-2. 903.3.1.2 or 903.3.1.3. 903.2.13 During construction.Automatic sprinkler sys- 9033.1.1 NFPA 13 sprinkler systems.Where the pro- tems required during construction,alteration and demoli- visions of this code require that a building or portion tion operations shall be provided in accordance with the thereof be equipped throughout with an automatic International Fire Code. sprinkler system,sprinklers shall be installed through- out in accordance with NFPA 13 except as provided in 903.2.14 Other hazards.Automatic sprinkler protection Sections 903.3.1.1.1,903.3.1.2 and 903.3.1.3. shall be provided for the hazards indicated in Sections 903.2.14.1 and 903.2.14.2. 9033.1.1.1 Exempt locations. Automatic sprin- klers shall not be required in the following rooms or 903.2.14.1 Ducts conveying hazardous exhausts. areas where such rooms or areas are protected with Where required by the International Mechanical Code, an approved automatic fire detection system in automatic sprinklers shall be provided in ducts convey- accordance with Section 907.2 that will respond to ing hazardous exhaust, or flammable or combustible visible or invisible particles of combustion. materials. Sprinklers shall not be omitted from any room 2000 INTERNATIONAL BUILDING CODE® 183 TABLE 307.7(1) USE AND OCCUPANCY CLASSIFICATION [F]TABLE 307.7(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD",1 I GROUP „ b USE-CLOSED SYSTEMSb USE-OPEN SYSTEMSb i WHEN STORAGE THE MAXIMUM Solid ALLOWABLE Solid Solid JI QUANTITY pounds Liquid Gas pounds Liquid pounds Liquid a' IS (cubic gallons (cubic (cubic gallons Gas (cubic gallons ; MATERIAL CLASS EXCEEDED feet) (pounds) feet) feet) (pounds) (cubic feet) feet) (pounds) Combustible H H-2 or H-3 1200 120d 30d liquid'' IIIA H-2 or H-3 N/A 13 � N/A N/A 13,300e r N/A N/A 3 80d BIB ,t Combustible Loose (100) N/A N/A (100) N/A N/A (20) N/A fiber Baled H 3 (1,000) (1,000) (200) Consumer fireworks 1.4G H-3 12503 N/A N/A s N/A N/A N/A N/A N/A (Class C, Common) Cryogenics, H-2 N/A 45d N/A N/A 45" N/A N/A 10d flammable Cryogenics, N/A H-3 N/A 45d N/A N/A 45d N/A N/A lOd oxidizing . Explosives H-1 leg (1)e4 N/A 1/4g (1/4$ N/A 1/4g (I/4)g Flammable Gaseous H-2 N/A N/A 1,0000 N/A N/A 30de IOOOde N/A N/A gas Liquefied 30 N/A N/A 30& 30d 10d Flammable IA H-2 N/A 60N/A N/A 60d N/A N/A 15d liquid 1B "e or H-3 1C 90d,e 904 20d Combination H-2 N/A 1200.h N/A N/A 1200 N/A N/A 30"" (1A,1B,IC) or H-3 Flammable H-3 1250 N/A N/A 125d N/A N/A 25" N/A Solid Organic U" H-1 1of 1 e,g N/A 1/4g (1/4)g N/A 1/4s (1/4)g O a d N/A ld (1)a peroxide I H-2 5d,e (5)d,e N/A l (i) 10" a 50",e 50 de N/A 50d (50)" N/A (10) II H-3, ( ) III H-3 125d,e (125)0 N/A 125d (125)d ' N/A 25d (25)d IV NL NL N/A NL NL N/A NL NL V NL NL N/A NL NL N/A NL NL e,5 N/A 1/4g (1/4)g N/A 1/4g 1/4g Oxidizer 4 H-1 lg (1) 3k H-2 100 (10)",e N/A 2d (2)d N/A 2" (2)d 2 H-3 2500 (250)0 N/A 250" (250)d N/A 50d (50)d 1 H-3 4,000d,e (4,000)0 N/A 4,000d (4,000)d N/A 1,000" (1,000)" Oxidizing Gaseous N/A N/A 1,5000 N/A N/A 1,5000 N/A N/A H-3 N/A 15d,e N/A N/A 15de N/A N/A N/A gas Liquefied _ Pyrophoric H-2 4e,g (4)e,g 50e,g Is (1)g 10e•s 0 0 material Unstable 4 H-1 le (reactive) lOd•g 1/4g (1/4)g (1) 2e•g O.25g (1/4)5 d de 1d (1)d (reactive) 3 H-1 or 5"•e (5)a,e 50d,e 1d 10 2 H-2 50d,e (5O)d•e 250d,e 50d (50)d 250d,e 10d (10)d 1 H-3 NI- NL NL NL NL NL NL NL Water 3 H-2 5d,e (5)d.e N/A 5d (5)d N/A Id (1)d reactive 2 H-3 500 (50)0 N/A 50d (50)d N/A 10d (10)d ) 1 NL NL N/A NL NL N/A NL NL 2000 INTERNATIONAL BUILDING CODE® 34 USE AND OCCUPANCY CLASSIFICATION TABLE 307.7(2) Notes to Table 307.7(1). For SI: I cubic foot=0.023 m3,1 pound=0.454 kg,1 gallon=3.785L. NL=Not Limited;N/A=Not Applicable a. For use of control areas,see Section 414.2. b. The aggregate quantity in utilization and storage shall not exceed the quantity listed for storage. c. The quantities of alcoholic beverages in retail and wholesale sales occupancies shall not be limited providing the liquids are packaged in individual con- tainers not exceeding 1.3 gallons.In retail and wholesale sales occupancies the quantities of medicines,foodstuffs,consumer or industrial products,and cosmetics containing not more than 50 percent by volume of water-miscible liquids with the remainder of the solutions not being flammable shall not be limited,provided that such materials are packaged in individual containers not exceeding 13 gallons(5L). d. Maximum quantities shall be increased 100 percent in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.Where Note e also applies,the increase for both notes shall be applied accumulatively. e. Quantities shall be increased 100 percent when stored in approved cabinets, gas cabinets,exhausted enclosures, or safety cans as specified in the International Fire Code.Where Note d also applies,the increase for both notes shall be applied accumulatively. f. The permitted quantities shall not be limited in a building equipped throughout with an automatic sprinlder system in accordance with Section 903.3.1.1. g. Permitted only in buildings equipped throughout with an automatic sprinkler system in accordance with Section 9033.1.1. h. Containing not more than the maximum allowable quantity per control area of Class I-A,Class I-B or Class I-C flammable liquids. i. Inside a building,the maximum capacity of a combustible liquid storage system that is connected to a fuel-oil piping system shall be 660 gallons provid- ed such system conforms to the International Fire Code. j. Quantities in parenthesis indicate quantity units in parenthesis at the head of each column. k. A maximum quantity of 200 pounds of solid or 20 gallons of liquid Class 3 oxidizers is allowed when such materials are necessary for maintenance pur- poses,operation or sanitation of equipment.Storage containers and the manner of storage shall be approved. 1. Net weight of the pyrotechnic composition of the fireworks.Where the net weight of the pyrotechnic composition of the fireworks is not known,25 per- cent of the gross weight of the fireworks including packaging shall be used. [F]TABLE 307.7(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD8,b,0 STORAGEd USE-CLOSED SYSTEMSd USE-OPEN SYSTEMSd Liquid Liquid Liquid Solid gallons Gas Solid gallons Gas Solid gallons MATERIAL poundse.f (pounds)e,f cubic feete poundse (pounds)e cubic feete poundse (pounds)e Corrosive 5,000 500 810g 5,000 500 810g 1,000 100 Highly toxic 10 (10)i 20h 10 (10)i 20h 3 3i Toxic 500 (500)i 810f 500 (500)i 810f 125 (125)1 SI:1 cubic foot=0.028 m3,1 pound=0.454 kg,1 gallon=3.785 L. a. For use of control areas,see Section 414.2. b. In retail and wholesale sales occupancies,the quantities of medicines,foodstuffs consumer or industrial products,and cosmetics,containing not more than 50 percent by volume of water-miscible liquids and with the remainder of the solutions not being flammable,shall not be limited,provided that such mate- rials are packaged in individual containers not exceeding 13 gallons. c. For storage and display quantities in Group M and storage quantities in Group S occupancies complying with Section 414.2.4,see Table 414.2.4. d. The aggregate quantity in use and storage shall not exceed the quantity listed for storage. Quantities shall be increased 100 percent in buildings equipped throughout with an approved automatic sprinkler system in accordance with Section 9033.1.1.Where Note also applies,the increase for both notes shall be applied accumulatively. f. Quantities shall be increased 100 percent when stored in approved storage cabinets,gas cabinets,or exhausted enclosures as specified in the International Fire Code.Where Notes also applies,the increase for both notes shall be applied accumulatively. g. A single cylinder containing 150 pounds or less of anhydrous ammonia in a single control area in a nonsprinklered building shall be considered a maxi- mum allowable quantity.Two cylinders,each containing 150 pounds or less in a single control area shall be considered a maximum allowable quantity pro- vided the building is equipped throughout with an automatic sprinkler system in accordance with Section 9033.1.1. h. Allowed only when stored in approved exhausted gas cabinets or exhausted enclosures as specified in the International Fire Code. i. Quantities in parenthesis indicate quantity units in parenthesis at the head of each column. • 2000 INTERNATIONAL BUILDING CODE® 35 Permit# Permit Date COMcheck Software Version 3.2.1 Envelope Compliance Certificate Minnesota Commercial Code Report Date:08/07/07 Data filename:C:\Program Files\Check\COMcheck\Prior Lake.cck Section 1: Project Information Project Title:PRIOR LAKE WATER TREATMENT FACILITY Construction Site: Owner/Agent: Designer/Contractor: Section 2: General Information Building Location(for weather data): Scott,Minnesota Climate Zone: 15 Heating Degree Days(base 65 degrees F): 8499 Cooling Degree Days(base 65 degrees F): 695 Project Type: New Construction Vertical Glazing/Wall Area Pct.: 9% Building Tyne Floor Area Warehouse/Storage:25,001-50,000 ft2 37125 Section 3: Requirements Checklist EnvelopePASSES:Design; 9%better thane. ; :,.. Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or R-Value R-Value U-Factor U-Factor Perimeter Roof 1:Non-Wood Joist/Rafter/Truss 12555 0.0 28.0 0.035 0.045 Roof 2:Structural Slab 13047 -- 30.0 0.032 0.045 Exterior Wall 1:Other,HC 1.0 21785 --- --- 0.066 0.068 Window 1:Metal Frame with Thermal Break:Double Pane,Tinted, 228 -- 0.480 0.520 SHGC 0.48 Window 2:Other,Reflective,SHGC 0.08 1715 --- 0.140 0.520 Door 1:Solid 289 -- 0.470 0.113 Door 2:Overhead 768 -- 0.080 0.113 Basement Wall 1:Solid Concrete or Masonry>8",Furring:None, 1400 13.0 0.068 0.092 Wall Ht 13.0,Depth B.G.9.0 Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft. 350 10.0 -- -- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. ❑ 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a PRIOR LAKE WATER TREATMENT FACILITY Page 1 of 2 manner that achieves the rated R-value without compressing the insulation. ❑ 5. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement:The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted wit -'s .-r it application.The proposed envelope system has been designed to meet the Minnesota Commercial Code requir- •nts i i s the''Version 3.2.1 and to comply with the mandatory requirements in the Requirements Checklist. i1 (JA01 A ,, M4 . ,�. i g I' 'tool Principal Envelope Designer-Name ignature ! Date PRIOR LAKE WATER TREATMENT FACILITY Page 2 of 2 Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Prior Lake WTF Location: Prior Lake, MN Drawing Date: 12-31-07 Remote Area Number: 3 Contractor: Total Fire Protection Telephone: 605-582-2400 1004 7th Ave . North PO Box 680 Brandon, SD 57005 Designer: Trent Myers Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities : SYSTEM DESIGN Code:NFPA 13 Hazard:Ordinary G1 System Type:WET Area of Sprinkler Oper. 1528 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 .150 l Make: TYCO Area per Sprinkler 130 . 0 sq ftl Model : TY-FRB Hose Allowance Inside 0 gpm l K-Factor: 5 .60 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 265.4 psi Required: 65.7 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 11-28-07 Rated Capacity 0 gpm Static Pressure 89. 0 psi Rated Pressure 0 . 0 psi Residual Pres 84 . 0 psi Elevation 0 At a Flow of 1385 gpm Make: Elevation 0" Model : Location: Source of Information: SYSTEM VOLUME 523 Gallons Notes : Prior Lake NTT Drawing Date:12-31-07 6/19/08 15:43 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 265 63 .3 psi 1 3" Grvd Butterfly Valve "BFV" 10 ' 120 3 . 068 265 0 . 8 Elevation Change 3 ' 0" 1 .3 1 4" Flngd Back Flow Valve Watts "770 0 ' 0 4 . 026 265 0 . 0 1 6" x 4" Flngd Reducer 0 ' 120 6 . 065 265 0 .0 1 6" Flngd 90 Ell 14 ' 120 6 .065 265 0 . 0 1 Pipe 6" DIx18 Cl 350 110 ' 140 6 .338 265 0 .2 Hydr Ref R1 Required at Source 265 65.7 psi Fixed Flow Flow Loss 250 gpm Water Source 89. 0 psi static, 84 . 0 psi residual @ 1385 gpm 515 gpm 88.2 psi SAFETY PRESSURE 22.5 psi Available Pressure of 88.2 psi Exceeds Required Pressure of 65.7 psi This is a safety margin of 22.5 psi or 26 % of Supply Maximum Water Velocity is 15 . 0 fps Prior Lake IhTF Drawing Date:12-31-07 6/19/08 15:43 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) A1 .85 / ID'A4 .87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x QA2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 .1 psi . Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI"`%) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 301 20 . 00 5 . 60 15 .7 22 .2 19 .5 0. 17 302 20 .00 5 . 60 13 .2 20 .3 19 .5 0 .16 303 20 . 00 5 .60 13 .2 20 .4 19 .5 0 . 16 304 20 . 00 5 . 60 13 . 0 20 .2 19 .5 0 .16 305 20 .00 5 .60 14 . 9 21 .6 19 .5 0 . 17 306 20 .00 5 . 60 12 . 5 19 . 8 19 .5 0 .15 307 20 . 00 5 .60 12 .6 19. 9 19 .5 0 . 15 308 20 .00 5 . 60 12 .3 19 .7 19.5 0. 15 309 20 . 00 5 .60 14 . 7 21 .4 19 .5 0 .16 310 20 .00 5 . 60 12 .3 19 .6 19 .5 0. 15 311 20 . 00 5 . 60 12 .4 19.7 19 .5 0 . 15 312 20 . 00 5 . 60 12 . 1 19 .5 19 .5 0. 15 313 20 .00 5 .60 14 . 1 21. 1 19 .5 0 . 16 610 20 . 00 13 .3 611 20 .00 13 .5 612 20 .00 14 .2 Al 20 . 00 15 . 1 A2 20 . 00 15 .2 A3 20 . 00 15.4 A4 20 . 00 16.2 A5 9. 00 41. 1 A6 11 .50 53 . 0 A7 11.50 53 . 1 A8 11 .50 53 .3 A9 11 .50 56. 1 A10 11.50 57 .4 All 3 . 00 63 .3 Al2 3 . 00 63 .3 W 3 .00 63 .3 Max velocity of 14 . 98 occurs in the pipe from A5 TO A4 Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 312 TO W (PRIMARY PATH) 19 .50 1.536 13 . 00 12 . 1 12 . 1 K = 5 .60 312 C=120 0 . 00 0 . 0 0 . 0 19 .50 0 . 019 13 . 00 0 .3 12 .1 Vel = 3 .41 19 . 70 1.536 13 . 00 12 .4 12 .4 K = 5 .60 311 C=120 0 . 00 0 . 0 0 . 0 39 .20 0 . 071 13 . 00 0 . 9 12 .4 Vel = 6 . 85 19 . 64 1.536 1T 2 .31 13 .3 13 .3 610 C=120 10 . 11 0 . 0 0 . 0 See PATH 2 58 . 84 0 . 150 12 .42 1 . 9 13 .3 Vel = 10 .29 42 .51 2 . 703 10 .00 15 .2 15 .2 A2 C=120 0 . 00 0 . 0 0 .0 See PATH 7 AND 8 101 .35 0 . 026 10 .00 0 .3 15 .2 Vel = 5 .72 80 . 99 2 .703 10 . 00 15 .4 15 .4 A3 C=120 0 . 00 0 . 0 0 . 0 See PATH 3 AND 9 182 .34 0 . 077 10 . 00 0 . 8 15 .4 Vel = 10 .29 83 . 02 2 .703 3E 83 .26 16 .2 16 .2 A4 C=120 1T 46 .63 4 . 8 0 . 0 See PATH 5 AND 10 265 .36 0 .155 129.89 20 . 1 16 .2 Vel = 14 .98 2 . 703 2E 60 .65 41 . 1 41 .1 A5 C=120 iF 23 .31 -1 . 1 0 . 0 265 .36 0 . 155 83 . 97 13 . 0 41. 1 Vel = 14 . 98 3 .314 2 .50 53 . 0 53 . 0 A6 C=120 0 . 00 0 . 0 0 . 0 265 .36 0 . 057 2 .50 0 . 1 53 .0 Vel = 9 .97 3 .314 3 .40 53 . 1 53 . 1 A7 C=120 0 . 00 0 . 0 0 . 0 265 .36 0 . 057 3 .40 0 .2 53 . 1 Vel = 9. 97 3 .314 iT 27 .25 53 .3 53 .3 A8 C=120 21 .84 0 . 0 0 .0 265 .36 0 . 057 49 . 09 2 . 8 53 .3 Vel = 9 . 97 3 .314 22 .75 56 . 1 56 . 1 A9 C=120 0 . 00 0 . 0 0 . 0 265 .36 0 . 057 22 . 75 1.3 56 . 1 Vel = 9 . 97 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAI Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 312 TO W (PRIMARY PATH) 3 .314 2E 16 .91 57.4 57 .4 A10 C=120 20 .38 3 .7 0 . 0 265 .36 0 . 057 37 .30 2 .1 57 .4 Vel = 9 . 97 4 .310 1 . 00 63 .3 63 .3 All C=120 0 .00 0 . 0 0 . 0 265 .36 0 .016 1 . 00 0 .0 63 .3 Vel = 5 .89 4 .310 1 . 00 63 .3 63 .3 Al2 C=120 0 .00 0 .0 0 . 0 265 .36 0 .016 1 . 00 0 . 0 63 .3 Vel = 5 .89 W 265 .36 63 .3 K = 33 .36 PATH 2 FROM HYDRAULIC REFERENCE 310 TO 610 19 .64 1 . 080 1T 3 .33 12 .3 12 .3 K = 5 .60 310 C=120 5 .76 0 . 0 0 . 0 19 . 64 0 . 109 9 .10 1 .0 12 .3 Vel = 6 . 95 610 19 .64 13 .3 K = 5 .39 PATH 3 FROM HYDRAULIC REFERENCE 308 TO A3 19 .67 1 .536 13 . 00 12 .3 12 .3 K = 5 .60 308 C=120 0 . 00 0 .0 0 . 0 19 .67 0 . 020 13 . 00 0 .3 12 .3 Vel = 3 .44 19 .87 1 .536 13 . 00 12 .6 12 . 6 K = 5 .60 307 C=120 0 .00 0 . 0 0 . 0 39 .54 0 .072 13 . 00 0 . 9 12 . 6 Vel = 6 . 91 19 .81 1 .536 1T 2 .31 13 .5 13 .5 611 C=120 10 . 11 0 . 0 0 . 0 See PATH 4 59 .35 0 . 152 12 .42 1.9 13 .5 Vel = 10 .38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn A3 59 .35 15 .4 K = 15 . 12 PATH 4 FROM HYDRAULIC REFERENCE 306 TO 611 19 .81 1 . 080 iT 3 .33 12 .5 12 .5 K = 5 .60 306 C=120 5 .76 0 . 0 0 . 0 19 . 81 0 . 111 9 . 10 1 .0 12 .5 Vel = 7 .01 611 19 .81 13 .5 K = 5 .39 PATH 5 FROM HYDRAULIC REFERENCE 304 TO A4 20 . 16 1 .536 13 . 00 13 .0 13 . 0 K = 5 .60 304 C=120 0 . 00 0 . 0 0 .0 20 . 16 0 . 021 13 . 00 0 .3 13 . 0 Vel = 3 .53 20 .37 1 .536 13 . 00 13 .2 13 .2 K = 5 .60 303 C=120 0 . 00 0 . 0 0 .0 40 .54 0 . 075 13 . 00 1 .0 13 .2 Vel = 7. 09 20 .31 1 .536 1T 2 .31 14 .2 14 .2 612 C=120 10 . 11 0 .0 0 . 0 See PATH 6 60 .85 0 . 159 12 .42 2 . 0 14 .2 Vel = 10 .64 A4 60 . 85 16 .2 K = 15 .12 PATH 6 FROM HYDRAULIC REFERENCE 302 TO 612 20 .31 1 . 080 1T 3 .33 13 .2 13 .2 K = 5 .60 302 C=120 5 .76 0 . 0 0 . 0 20 .31 0 . 116 9 . 10 1 . 1 13 .2 Vel = 7 . 18 612 20 .31 14 .2 K = 5 .39 PATH 7 FROM HYDRAULIC REFERENCE 313 TO A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 313 TO A2 CONTINUED 21 . 06 1 . 080 1T 2 .31 14 . 1 14 . 1 K = 5 .60 313 C=120 5 . 76 0 . 0 0 . 0 21 . 06 0 . 124 8 . 07 1 . 0 14 . 1 Vel = 7 .45 2 .703 6 .67 15 . 1 15 . 1 • Al C=120 0 . 00 0 . 0 0 . 0 21 . 06 0 . 001 6 . 67 0 . 0 15 . 1 Vel = 1.19 A2 21 . 06 15 .2 K = 5 .41 PATH 8 FROM HYDRAULIC REFERENCE 309 TO A2 21 .45 1 .536 1T 10 . 69 14 .7 14 . 7 K = 5 .60 309 C=120 10 .11 0 . 0 0 . 0 21 .45 0 . 023 20 . 80 0 .5 14 . 7 Vel = 3 .75 A2 21 .45 15 .2 K = 5 .51 PATH 9 FROM HYDRAULIC REFERENCE 305 TO A3 21 .63 1 .536 1T 10 . 69 14 .9 14 . 9 K = 5 .60 305 C=120 10 . 11 0 . 0 0 . 0 21 .63 0 . 023 20 . 80 0 .5 14 . 9 Vel = 3 .78 A3 21 .63 15 .4 K = 5 .51 PATH 10 FROM HYDRAULIC REFERENCE 301 TO A4 22 .17 1 .536 1T 10 . 69 15 .7 15 . 7 K = 5.60 301 C=120 10 .11 0 . 0 0 . 0 22 .17 0 . 025 20 . 80 0 .5 15 . 7 Vel = 3 .88 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn A4 22 .17 16 .2 K = 5 .51 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) o 0 U) 0 _ in v 0 0 EE C) CI. CL Corn (cc oio 3 N O Q N das7 co N = Z 0 a S. T 0 of ' E E ._ ._ o M f4 ca. Q U) U) = O arnrnaQ u I,- LOU) LOti LO'-' 0c\i00 (0 N N C/) iii N ON 2 N d = 0 aW O E E ch C rig TA rn 41) co a) i_ >, >,cD m Q'dCI)C./) fn2 _ E • (7) a Q. 0- CS) 0 0 u) 0 CO0000 M N N i) N (O i 00 0_ (N N �'_ O 4 7 v N R CUL. N O N p ....CU CU LT- OJ N 0 t 0 L CO E Lo iti O) ` O N 0) Q Cl) CO c 0 N Q O 0 xi O O E 06 O c -c 4) -,a 0- W 0 0 0 • 0 �0O 0 • 4 N 0 Cr N acn - Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Prior Lake WTF Location: Prior Lake, MN Drawing Date: 12-31-07 Remote Area Number: 4 Contractor: Total Fire Protection Telephone: 605-582-2400 1004 7th Ave . North PO Box 680 Brandon, SD 57005 Designer: Trent Myers Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities: SYSTEM DESIGN Code:NFPA 13 Hazard:Light Hazad System Type:WET Area of Sprinkler Oper. 928 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 100 I Make: TYCO Area per Sprinkler 225 . 0 sq ftl Model : TY-FRB Hose Allowance Inside 0 gpm I K-Factor: 5 . 60 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 7 Flowing Outlets gpm Required: 162.4 psi Required: 59.3 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 11-28-07 Rated Capacity 0 gpm Static Pressure 89 . 0 psi Rated Pressure 0 . 0 psi Residual Pres 84 . 0 psi Elevation 0 At a Flow of 1385 gpm Make: Elevation 0" Model : Location: Source of Information: SYSTEM VOLUME 523 Gallons Notes: Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 162 57.6 psi 1 3" Grvd Butterfly Valve "BFV" 10 ' 120 3 . 068 162 0 .3 Elevation Change 3 ' 0" 1.3 1 4" Flngd Back Flow Valve Watts "770 0 ' 0 4 . 026 162 0 .0 1 6" x 4" Flngd Reducer 0 ' 120 6 . 065 162 0 . 0 1 6" Flngd 90 Ell 14 ' 120 6 . 065 162 0 . 0 1 Pipe 6" DIx18 Cl 350 110 ' 140 6 .338 162 0 .1 Hydr Ref R1 Required at Source 162 59.3 psi Fixed Flow Flow Loss 100 gpm Water Source 89.0 psi static, 84 . 0 psi residual @ 1385 gpm 262 gpm 88.8 psi SAFETY PRESSURE 29.4 psi Available Pressure of 88.8 psi Exceeds Required Pressure of 59.3 psi This is a safety margin of 29.4 psi or 33 % of Supply Maximum Water Velocity is 22 .4 fps Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) A1 .85 / IDA4 .87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x QA2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 .1 psi . Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSIS ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 401 11.50 16 .4 401S 9. 00 5 . 60 16 .8 23 . 0 22 .5 0 .10 402 11.50 15 .7 4025 9.00 5 .60 16 . 1 22 .5 22 .5 0 .10 403 11.50 16 .5 403S 9. 00 5 .60 16 . 9 23 . 0 22 .5 0 .10 404 11.50 16 . 9 404S 9.00 5 .60 17 .3 23 .3 22 .5 0 .10 405 11 .50 17 .7 4055 9.00 5 . 60 18 . 1 23 . 8 22 .5 0 .11 406 11.50 16 .7 406S 9. 00 5 .60 17 . 1 23 . 1 22 .5 0 .10 407 11 .50 17 .6 407S 9 . 00 5 . 60 18 .0 23 .7 22 .5 0 .11 619 11 .50 18 .7 A10 11 .50 53 . 0 All 3 . 00 57 .6 Al2 3 .00 57 .6 El 11 .50 18 .3 E2 11 .50 18 .4 E3 11 .50 19.7 E4 11.50 22 .7 W 3 . 00 57 . 6 Max velocity of 22 .43 occurs in the pipe from A10 TO E4 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 402 TO W (PRIMARY PATH) 22 .50 1 . 080 lE 2 .50 16 . 1 16 . 1 K = 5 .60 402S C=120 2 .30 -1 .1 0 . 0 22 .50 0 . 140 4 . 80 0 .7 16 . 1 Vel = 7 . 96 1. 080 lE 11 . 00 15 .7 15 . 7 EqK = 5 . 67 402 C=120 1T 8 . 07 0 .0 0 . 0 22 .50 0 . 140 19 . 07 2 .7 15 .7 Vel = 7 . 96 45 .96 1 . 728 12 . 00 18 .4 18 .4 E2 C=120 0 . 00 0 . 0 0 . 0 See PATH 2 AND 3 68 .46 0 . 112 12 . 00 1 .3 18 .4 Vel = 9.46 47 .06 1 . 728 10 . 00 19. 7 19 . 7 E3 C=120 0 . 00 0 .0 0 . 0 See PATH 5 AND 7 115 .52 0 .294 10 . 00 2 .9 19 .7 Vel = 15 .96 46 . 87 1 .728 iT 43 . 75 22 . 7 22 . 7 E4 C=120 11 .29 0 .0 0 . 0 See PATH 4 162 .40 0 .551 55 . 04 30 .3 22 .7 Vel = 22 .43 3 .314 2E 16. 91 53 . 0 53 . 0 A10 C=120 20 .38 3 . 7 0 . 0 162 .40 0 . 023 37 .30 0 .9 53 .0 Vel = 6 .10 4 .310 1 . 00 57 .6 57 . 6 All C=120 0 . 00 0 . 0 0 . 0 162 .40 0 . 006 1. 00 0 . 0 57 .6 Vel = 3 .61 4 .310 1. 00 57. 6 57.6 Al2 C=120 0 . 00 0 .0 0 . 0 162 .40 0 .006 1 . 00 0 . 0 57 . 6 Vel = 3 .61 W 162 .40 57 .6 K = 21.40 ------------- PATH 2 FROM HYDRAULIC REFERENCE 401 TO E2 22 . 95 1 .080 lE 2 . 50 16 . 8 16 . 8 K = 5 .60 401S C=120 2 .30 -1 .1 0 . 0 22 .95 0 .146 4 .80 0 .7 16 . 8 Vel = 8 . 12 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake NTF Drawing Date:12-31-07 6/19/08 15:43 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 401 TO E2 CONTINUED 1. 080 lE 5 . 00 16 .4 16 .4 EqK = 5 . 67 401 C=120 1T 8 . 07 0 . 0 0 . 0 22 . 95 0 . 146 13 .07 1 . 9 16 .4 Vel = 8 . 12 1. 728 6 . 00 18 .3 18 .3 El C=120 0 .00 0 . 0 0 . 0 22 .95 0 . 015 6 .00 0 . 1 18 .3 Vel = 3 .17 E2 22 . 95 18 .4 K = 5 .35 PATH 3 FROM HYDRAULIC REFERENCE 403 TO E2 23 . 01 1 . 080 lE 2 .50 16 . 9 16 .9 K = 5 .60 403S C=120 2 .30 -1 . 1 0 . 0 23 .01 0 . 146 4 .80 0 . 7 16. 9 Vel = 8 . 14 1. 080 lE 5 . 00 16 .5 16 . 5 EqK = 5 .66 403 C=120 1T 8 .07 0 . 0 0 . 0 23 . 01 0 . 146 13 . 07 1 . 9 16 .5 Vel = 8 . 14 E2 23 . 01 18 .4 K = 5 .36 PATH 4 FROM HYDRAULIC REFERENCE 406 TO E4 23 . 14 1 . 080 lE 2 .50 17 . 1 17 .1 K = 5.60 406S C=120 2 .30 -1 .1 0 . 0 23 . 14 0 . 148 4 .80 0 .7 17 . 1 Vel = 8 . 18 1 . 080 lE 11 .33 16 .7 16 . 7 EqK = 5 .66 406 C=120 2 .30 0 . 0 0 . 0 23 .14 0 . 148 13 .64 2 . 0 16 . 7 Vel = 8 .18 23 .73 1 . 080 iT 1 .50 18 .7 18 . 7 619 C=120 5 .76 0 . 0 0 . 0 See PATH 6 46 .87 0 .546 7 .26 4 . 0 18 .7 Vel = 16.58 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn E4 46 .87 22 .7 K = 9 .84 PATH 5 FROM HYDRAULIC REFERENCE 404 TO E3 23 .27 1 . 080 1E 2 .50 17 .3 17 .3 K = 5 .60 4045 C=120 2 .30 -1 .1 0 . 0 23 .27 0 . 149 4 .80 0 . 7 17 .3 Vel = 8 .23 1 . 080 lE 11 . 00 16 . 9 16 .9 EqK = 5 .66 404 C=120 1T 8 . 07 0 . 0 0 . 0 23 .27 0 . 149 19.07 2 .8 16 .9 Vel = 8 .23 E3 23 .27 19. 7 K = 5 .24 PATH 6 FROM HYDRAULIC REFERENCE 407 TO 619 23 . 73 1. 080 1E 2 .50 18 . 0 18 . 0 K = 5 .60 407S C=120 2 .30 -1 . 1 0 . 0 23 .73 0 . 155 4 .80 0 .7 18 .0 Vel = 8 .39 1 . 080 1T 1.33 17 . 6 17 .6 EqK = 5 .65 407 C=120 5 . 76 0 . 0 0 .0 23 .73 0 . 155 7 .10 1 . 1 17 .6 Vel = 8 .39 619 23 .73 18 . 7 K = 5 .49 PATH 7 FROM HYDRAULIC REFERENCE 405 TO E3 23 . 79 1 . 080 1E 2 .50 18 . 1 18 . 1 K = 5 .60 4055 C=120 2 .30 -1 . 1 0 . 0 23 .79 0 . 156 4 .80 0 . 7 18 . 1 Vel = 8 .41 1 . 080 1E 5 . 00 17 . 7 17.7 EqK = 5 .65 405 C=120 1T 8 .07 0 . 0 0 . 0 23 . 79 0 . 156 13 . 07 2 . 0 17. 7 Vel = 8 .41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake NTF Drawing Date:12-31-07 6/19/08 15:43 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn E3 23 .79 19 . 7 K = 5 .35 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 0 0 U) 0 O 0 EE v am a_ Q o C) poop 3 0 W ai o O 7) = x so a '(n o_ o_ M O_ rnrn0. 0- C LL MNNV- O) N C'7 (0 O = N 'G Qj L• L+ E1- O O 5 N O a) Z'-p N N w co d >+ A N a) E woo_ Q C1 O) O OCU) CO0000 M N cO N- =N O O N N 0 D.. coN i• U 2 3 6 -5 O O N O o a) ~ Z o �2 a) aS E Q (, J J U)l p O O O) .0 O O E ••— M CL w 0 0 0 • CO0 r N Ci) Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Prior Lake WTF Location: Prior Lake, MN Drawing Date: 12-31-07 Remote Area Number: 5 Contractor: Total Fire Protection Telephone: 605-582-2400 1004 7th Ave. North PO Box 680 Brandon, SD 57005 Designer: Trent Myers Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities : SYSTEM DESIGN Code:NFPA 13 Hazard:Ordinary Gi System Type:WET Area of Sprinkler Oper. 1567 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 .150 l Make: TYCO Area per Sprinkler 130 .0 sq ftl Model : TY-FRB Hose Allowance Inside 0 gpm l K-Factor: 5 . 60 Hose Allowance Outside 250 gpm l Temperature Rating: 155 CALCULATION SUMMARY 16 Flowing Outlets gpm Required: 355.2 psi Required: 81.4 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 11-28-07 Rated Capacity 0 gpm Static Pressure 89 .0 psi Rated Pressure 0 . 0 psi Residual Pres 84 . 0 psi Elevation 0 At a Flow of 1385 gpm Make: Elevation 0" Model : Location: Source of Information: SYSTEM VOLUME 523 Gallons Notes : Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 5 355 78.3 psi 1 3" Grvd Butterfly Valve "BFV" 10 ' 120 3 . 068 355 1 .4 Elevation Change 3 ' 0" 1 .3 1 4" Flngd Back Flow Valve Watts "770 0 ' 0 4 . 026 355 0 . 0 1 6" x 4" Flngd Reducer 0 ' 120 6 . 065 355 0 .0 1 6" Flngd 90 Ell 14 ' 120 6 . 065 355 0 .1 1 Pipe 6" DIx18 Cl 350 110 ' 140 6 .338 355 0 .3 Hydr Ref Ri Required at Source 355 81.4 psi Fixed Flow Flow Loss 250 gpm Water Source 89. 0 psi static, 84 .0 psi residual @ 1385 gpm 605 gpm 87 .9 psi SAFETY PRESSURE 6.5 psi Available Pressure of 87 .9 psi Exceeds Required Pressure of 81.4 psi This is a safety margin of 6.5 psi or 7 % of Supply Maximum Water Velocity is 20 . 1 fps Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) A1. 85 / IDA4 .87 Pv Velocity pressure (psi) where Pv = 0 .001123 x QA2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi . Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSIS ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 501 29.00 5 .60 12 . 1 19 .5 19 .5 0 . 15 502 29.00 5 .60 12 .2 19 .6 19 .5 0 .15 503 29.00 5 .60 12 .6 19 . 8 19 .5 0 .15 504 29 .00 5 .60 13 .3 20 .4 19 .5 0 .16 505 29.00 5 .60 14 .6 21 .4 19.5 0 .16 506 29. 00 5 . 60 16.5 22 . 8 19 .5 0 .18 507 29.00 5 . 60 21. 6 26 . 0 19 . 5 0 .20 508 29. 00 5 . 60 21 .5 25 . 9 19 .5 0 .20 509 29 . 00 5 . 60 12 .7 20 . 0 19 .5 0 .15 510 29. 00 5 . 60 12 . 8 20 . 1 19 .5 0 .15 511 29 . 00 5 . 60 13 .2 20 .3 19 .5 0 .16 512 29. 00 5 . 60 14 . 0 20 . 9 19 .5 0 .16 513 29 . 00 5 . 60 15 .3 21 . 9 19 .5 0 .17 514 29 .00 5 .60 17 .3 23 .3 19 .5 0 .18 515 29. 00 5 .60 22 .7 26 . 7 19 .5 0 .21 516 29 . 00 5 . 60 22 .5 26 . 6 19 . 5 0 .20 A7 11.50 63 .4 A8 11 .50 63 .8 A9 11 .50 68 .6 A10 11 .50 70 . 8 All 3 . 00 78 .2 Al2 3 .00 78 .2 Dl 29 . 00 22 .5 D2 29 .00 23 .6 D3 29 . 00 26.4 D4 29. 00 30 .2 D5 11.50 59. 1 W 3 . 00 78 .3 Max velocity of 20 .05 occurs in the pipe from D3 TO D2 Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 501 TO W (PRIMARY PATH) 19.50 1 .728 8 .66 12 . 1 12 . 1 K = 5 .60 501 C=120 0 .00 0 . 0 0 . 0 19.50 0 . 011 8 .66 0 . 1 12 . 1 Vel = 2 .69 19 .58 1 . 728 8 .66 12 .2 12 .2 K = 5 . 60 502 C=120 0 .00 0 . 0 0 . 0 39 .08 0 . 040 8 .66 0 .3 12 .2 Vel = 5 .40 19.85 1 .728 8 .66 12 . 6 12 . 6 K = 5 . 60 503 C=120 0 . 00 0 .0 0 . 0 58 . 92 0 . 085 8 . 66 0 .7 12 . 6 Vel = 8 .14 20 .42 1 . 728 8 .66 13 .3 13 .3 K = 5 .60 504 C=120 0 . 00 0 .0 0 . 0 79 .34 0 . 147 8 .66 1 .3 13 .3 Vel = 10 . 96 21 .37 1 . 728 8 . 66 14 .6 14 .6 K = 5 .60 505 C=120 0 . 00 0 . 0 0 . 0 100 . 71 0 .228 8 . 66 2 . 0 14 .6 Vel = 13 .91 22 . 77 1 . 728 iT 6 . 73 16.5 16 .5 K = 5 .60 506 C=120 11 .29 0 . 0 0 . 0 123 .48 0 .332 18 . 02 6 . 0 16 .5 Vel = 17 .06 52 . 00 2 . 703 15 . 00 22 .5 22 .5 D1 C=120 0 . 00 0 . 0 0 . 0 See PATH 3 175 .48 0 . 072 15 . 00 1. 1 22 .5 Vel = 9.91 179 . 73 2 .703 1E 1.25 23 .6 23 .6 D2 C=120 9.33 0 . 0 0 . 0 See PATH 4 AND 2 355 .21 0 .265 10 .58 2 .8 23 .6 Vel = 20 .05 3 .314 38 .44 26.4 26 .4 D3 C=120 0 . 00 0 . 0 0 . 0 355 .21 0 . 098 38 .44 3 .8 26 .4 Vel = 13 .34 2 .703 3T 24 .29 30 .2 30 .2 D4 C=120 55 . 95 7.6 0 . 0 355 .21 0 .265 80 .24 21 .3 30 .2 Vel = 20 .05 3 .314 1T 22 .46 59. 1 59.1 D5 C=120 21.84 0 . 0 0 . 0 355 .21 0 . 098 44 .29 4 .4 59 . 1 Vel = 13 .34 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 501 TO W (PRIMARY PATH) 3 .314 3 .40 63 .4 63 .4 A7 C=120 0 . 00 0 . 0 0 . 0 355 .21 0 . 098 3 .40 0 .3 63 .4 Vel = 13 .34 3 .314 1T 27.25 63 .8 63 .8 A8 C=120 21 . 84 0 . 0 0 . 0 355 .21 0 . 098 49.09 4 .8 63 .8 Vel = 13 .34 3 .314 22 .75 68 . 6 68 . 6 A9 C=120 0 . 00 0 . 0 0 . 0 355 .21 0 . 098 22 .75 2 .2 68 . 6 Vel = 13 .34 3 .314 2E 16 . 91 70 . 8 70 . 8 A10 C=120 20 .38 3 . 7 0 . 0 355 .21 0 . 098 37 .30 3 .7 70 .8 Vel = 13 .34 4 .310 1 .00 78 .2 78 .2 All C=120 0 . 00 0 . 0 0 . 0 355 .21 0 . 027 1 . 00 0 . 0 78 .2 Vel = 7 .89 4 .310 1 . 00 78 .2 78 .2 Al2 C=120 0 . 00 0 . 0 0 . 0 355 .21 0 . 027 1 . 00 0 . 0 78 .2 Vel = 7 . 89 W 355 .21 78 .3 K = 40 . 15 PATH 2 FROM HYDRAULIC REFERENCE 509 TO D2 19.98 1 .728 8 . 66 12 . 7 12 . 7 K = 5 .60 509 C=120 0 . 00 0 . 0 0 . 0 19 . 98 0 . 011 8 .66 0 . 1 12 . 7 Vel = 2 .76 20 .06 1 . 728 8 . 66 12 .8 12 . 8 K = 5 . 60 510 C=120 0 . 00 0 . 0 0 . 0 40 . 04 0 . 041 8 . 66 0 .4 12 .8 Vel = 5 .53 20 .34 1 .728 8 .66 13 .2 13 .2 K = 5 .60 511 C=120 0 . 00 0 . 0 0 . 0 60 .37 0 . 088 8 . 66 0 . 8 13 .2 Vel = 8 .34 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 509 TO D2 CONTINUED 20 .92 1 . 728 8 . 66 14 . 0 14 . 0 K = 5 .60 512 C=120 0 . 00 0 . 0 0 . 0 81 .29 0 . 153 8 . 66 1 .3 14 . 0 Vel = 11 .23 21 .89 1 . 728 8 . 66 15 .3 15 .3 K = 5 . 60 513 C=120 0 . 00 0 . 0 0 . 0 103 .18 0 .238 8 . 66 2 . 1 15 .3 Vel = 14 .25 23 .32 1 . 728 1T 6 .73 17 .3 17 .3 K = 5 .60 514 C=120 11.29 0 . 0 0 . 0 126 .50 0 .347 18 . 02 6 .3 17 .3 Vel = 17 .48 D2 126 .50 23 . 6 K = 26 .04 PATH 3 FROM HYDRAULIC REFERENCE 508 TO D1 25 . 95 1 . 728 8 . 66 21 .5 21 .5 K = 5 .60 508 C=120 0 . 00 0 . 0 0 . 0 25 .95 0 . 019 8 .66 0 .2 21 .5 Vel = 3 .58 26 . 05 1 .728 1T 1. 93 21 .6 21.6 K = 5 .60 507 C=120 11.29 0 .0 0 . 0 52 . 00 0 . 067 13 .22 0 .9 21 . 6 Vel = 7 . 18 D1 52 .00 22 .5 K = 10 .96 PATH 4 FROM HYDRAULIC REFERENCE 516 TO D2 26 .57 1 . 728 8 .66 22 .5 22 .5 K = 5 .60 516 C=120 0 . 00 0 . 0 0 . 0 26 .57 0 . 019 8 . 66 0 .2 22 .5 Vel = 3 .67 26 .67 1. 728 1T 1 . 93 22 .7 22 .7 K = 5.60 515 C=120 11 .29 0 . 0 0 . 0 53 .23 0 .070 13 .22 0 .9 22 . 7 Vel = 7 .35 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake WTF Drawing Date:12-31-07 6/19/08 15:43 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn D2 53 .23 23 .6 K = 10 .96 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 0 O Lo0 L) 1- CD 0 0 E E NI- a) a) O. Q ✓ 0)rn Coo N 0 Q N d N "2 O u/) m E Z E a • 01 >. CD E E ._ ._ Q M �nancncn = 0 Q 0)O Q. (/) LL v co co co co op , 0) 0CV iii iv 2 0: Cl) .. a cu 2= EEaw o0 7 a) a) 4-p ch O C) CU >..>,OS a a)) Ctacnv) C/) = E ET) ) a O. Q O) 00L1) w 0 co W M p N co _c ili E ill 0 cm 1- N O0 0 10 N co N NO N d 0 d j T- N a+-' U) RS coo a) O co o 0 tO Uz "' ` DY Y O y) OJJ OO .0 O O E (Ni p'C '� a) -)aa r • 0 0 0 0 0 d N O co co N acn — Prior Lake WTF Drawing Date:12-31-07 6/19/08 16:29 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Prior Lake WTF Location: Prior Lake, MN Drawing Date: 12-31-07 Remote Area Number: 6 Contractor: Total Fire Protection Telephone:605-582-2400 1004 7th Ave. North PO Box 680 Brandon, SD 57005 Designer: Trent Myers Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities: SYSTEM DESIGN Code:NFPA 13 Hazard:Ordinary G2 System Type:WET Area of Sprinkler Oper. 749 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 .200 I Make: TYCO Area per Sprinkler 130 .0 sq ftl Model : TY-FRB Hose Allowance Inside 0 gpm I K-Factor: 5 . 60 Hose Allowance Outside 250 gpm✓ 1 Temperature Rating: 155 CALCULATION SUMMARY 7 Flowing Outlets gpm Required: 218.8 psi Required: 68.3 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 11-28-07 Rated Capacity 0 gpm Static Pressure 89. 0 psi Rated Pressure 0 . 0 psi Residual Pres 84 . 0 psi Elevation 0 At a Flow of 1385 gpm Make: Elevation 0" Model : Location: Source of Information: SYSTEM VOLUME 523 Gallons Notes : Prior Lake iv TF Drawing Date:12-31-07 6/19/08 16:29 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 6 219 66.8 psi Elevation Change 3 ' 0" 1 .3 1 4" Fingd Back Flow Valve Watts "770 0 ' 0 4 . 026 219 0 .0 1 6" x 4" Fingd Reducer 0 ' 120 6 . 065 219 0 . 0 1 6" Fingd 90 Ell 14 ' 120 6 . 065 219 0 . 0 1 Pipe 6" DIx18 Cl 350 110 ' 140 6 .338 219 0 . 1 Hydr Ref R1 Required at Source 219 68.3 psi Fixed Flow Flow Loss 250 gpm Water Source 89 . 0 psi static, 84 .0 psi residual @ 1385 gpm 469 gpm 88.3 psi SAFETY PRESSURE 20.0 psi Available Pressure of 88.3 psi Exceeds Required Pressure of 68.3 psi This is a safety margin of 20. 0 psi or 23 % of Supply Maximum Water Velocity is 29.2 fps Prior Lake WTF Drawing Date:12-31-07 6/19/08 16:29 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) A1 .85 / IDA4 .87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x QA2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi . Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations Prior Lake WTF Drawing Date:12-31-07 6/19/08 16:29 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSIA%) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 601 11 .50 5 .60 27 .6 29 .4 26 . 0 0 .23 602 11 . 50 5 .60 25 .3 28 .2 26 . 0 0 .22 603 11.50 5 . 60 23 .5 27 .2 26 . 0 0 .21 604 11 .50 5 . 60 21 . 6 26 . 0 26 . 0 0 .20 605 11 .50 5 .60 28 . 1 29 .7 26 . 0 0 .23 606 9 . 00 5 .60 49.3 39 .3 22 .0 0 .36 607 9. 00 5 . 60 48 . 5 39 .0 22 . 0 0 .35 613 9 . 00 53 . 0 614 9 . 00 51 . 0 615 11 .50 35 .6 616 11 .50 30 .4 617 11 .50 29. 7 A5 9. 00 58 .4 A6 11 .50 58 .7 A7 11 .50 58 .7 A8 11 .50 58 .7 A9 11.50 60 . 7 A10 11 .50 61. 6 All 3 .00 66. 8 Al2 3 . 00 66. 8 W 3 . 00 66 .8 Max velocity of 29 .23 occurs in the pipe from 615 TO A8 Prior Lake WTF Drawing Date:12-31-07 6/19/08 16:29 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt-' Pt REF "C" TYPES FTNG'S (lPe ) Pv ******* NOTES ******* '. POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 604 TO W (PRIMARY PATH) 26 . 00j1. 080'<:- / c 10 . 83 - 21 .6 K = 5 .60 604 IC=120 0 . 00 �0 . 0 0 .0 26 .00 0 . 183 10 .83 ``2 .0" 21 . 6 Vel = 9 . 19 27 . 17 1 . 080 1T 4 .25 23 .5 23 .5 K = 5 . 60 603 C=120 5 .76 0 . 0 0 . 0 53 .17 0 .689 10 . 01 6 .9 23 .5 Vel = 18 .80 29 .70 1 .408 12 .00 30 .4 30 .4 616 C=120 0 .00 0 . 0 0 . 0 See PATH 3 82 .88 0 .431 12 . 00 5 .2 30 .4 Vel = 17.24 57 .60 1 .408 2T 7 .00 35 . 6 35 .6 615 C=120 13 .23 0 . 0 0 . 0 See PATH 2 140 .47 1 . 143 20 .23 23 . 1 35 .6 Vel = 29 .23 78 .31 3 .314 1T 27 .25 58 . 7 58 .7 A8 C=120 21 .84 0 . 0 0 . 0 See PATH 4 218 .78 0 . 040 49 . 09 2 . 0 58 .7 Vel = 8 .22 3 .314 22 . 75 60 . 7 60 .7 A9 C=120 0 . 00 0 . 0 0 . 0 218 .78 0 . 040 22 .75 0 .9 60 .7 Vel = 8 .22 3 .314 2E 16 . 91 61 .6 61 .6 A10 C=120 20 .38 3 .7 0 . 0 218 .78 0 . 040 37 .30 1 .5 61 .6 Vel = 8 .22 4 .310 1 . 00 66 .8 66 . 8 All C=120 0 . 00 0 . 0 0 . 0 218 .78 0 . 011 1 . 00 0 . 0 66 . 8 Vel = 4 .86 4 .310 1 .00 66 . 8 66 .8 Al2 C=120 0 . 00 0 . 0 0 . 0 218 .78 0 . 011 1 .00 0 . 0 66 .8 Vel = 4 .86 W 218 .78 66 .8 K = 26 .76 PATH 2 FROM HYDRAULIC REFERENCE 602 TO 615 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake NTT' Drawing Date:12-31-07 6/19/08 16:29 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt • REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 602 TO 615 CONTINUED 28 . 17 1 . 080 10 .83 25 .3 25 .3 K = 5 .60 602 C=120 0 .00 0 . 0 0 . 0 28 . 17 0 .213 10 .83 2 .3 25 .3 Vel = 9 . 96 29 .43 1 . 080 iT 4 .25 27 .6 27 . 6 K = 5 .60 601 C=120 5 .76 0 .0 0 . 0 57 .60 0 . 799 10 . 01 8 . 0 27 . 6 Vel = 20 .37 615 57 .60 35 .6 K = 9.65 PATH 3 FROM HYDRAULIC REFERENCE 605 TO 616 29 .70 1 . 080 1E 4 .25 28 .1 28 . 1 K = 5 .60 605 C=120 2 .30 0 . 0 0 . 0 29.70 0 .235 6 .56 1 .5 28 . 1 Vel = 10 .50 1 .408 12 .00 29 .7 29 .7 617 C=120 0 . 00 0 . 0 0 . 0 29 .70 0 . 065 12 . 00 0 . 8 29 .7 Vel = 6 .18 616 29 .70 30 .4 K = 5 .38 PATH 4 FROM HYDRAULIC REFERENCE 607 TO A8 39 . 00 1 . 080 1T 0 . 82 48 .5 48 .5 K = 5 .60 607 C=120 5 .76 0 . 0 0 . 0 39 .00 0 .388 6 .58 2 . 6 48 .5 Vel = 13 .79 39 .31 1 .408 5 . 07 51 . 0 51 . 0 614 C=120 0 .00 0 .0 0 . 0 See PATH 5 78 .31 0 .388 5 . 07 2 . 0 51 . 0 Vel = 16 .29 1 .639 1T 20 .55 53 . 0 53 . 0 613 C=120 8 . 73 0 .0 0 . 0 78 .31 0 . 185 29 .27 5 .4 53 . 0 Vel = 12 . 02 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Prior Lake WTF Drawing Date:12-31-07 6/19/08 16:29 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 607 TO A8 CONTINUED 2 .703 2E 60 .65 58 .4 58 .4 A5 C=120 1F 23 .31 -1. 1 0 . 0 78 .31 0 . 016 83 . 97 1 .4 58 .4 Vel = 4 .42 3 .314 2 .50 58 . 7 58 .7 A6 C=120 0 .00 0 . 0 0 . 0 78 .31 0 . 006 2 .50 0 . 0 58 . 7 Vel = 2 .94 3 .314 3 .40 58 .7 58 .7 A7 C=120 0 .00 0 . 0 0 . 0 78 .31 0 . 006 3 .40 0 . 0 58 . 7 Vel = 2 .94 A8 78 .31 58 .7 K = 10 .22 PATH 5 FROM HYDRAULIC REFERENCE 606 TO 614 39 .31 1 .408 1E 12 .98 49 .3 49.3 K = 5 .60 606 C=120 3 .31 0 . 0 0 . 0 39 .31 0 . 108 16 .29 1.8 49.3 Vel = 8 .18 614 39 .31 51 . 0 K = 5 .50 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 0 0 go0 en v 0 0 E a) . . c) 0) 0) moo O N a a d 6 g (0O (7 =',. ro !FP 0 LL U) m 02 = 2-a a 7 a) a) UJ M tea. w (n (A2 CO U) Q O 0 e0 0 05 � � • en N a) • 7 N cO N • (.0 a) O co u) a CV r- n = — eacva) pcDUO � ccua � a. 1- Z `° 2 .■■■■■■■■■I.■..' 1 .■■■■■.■■. N O N IUIIIIIIIIIIIIt Ruhillin 9 O --)a. a m I 1 N 0 0 0 O O o O O 0 co v N 0. cn — Project Name: k)o?.u- P Plan Review and Inspection Checklist CJI h V.A ._ Pagel of 1 t ydfrru fc ,10/4004410 t jail on—Stor ) .f Section Yes No Comments 1 Is the flow test current? <3 years Division Policy et* • FP-02 2007 2 Flow test utilized in the calculations match: ✓" 138S GYM 3 the cover sheet? f 4 the plan? . 5 the graph sheet? 6 System demand satisfy 5 psi safety margin? MSFC 903.3.8 ✓ 7 Correct hose streams been added? 11.2.3.1.1 e- 8 Is the size of the remote area correct? Fig. 11.2.3.1.5 9 Is the shape of the remote area correct? 14.4.4.1.1.1 ✓ 10 Remote area location correct?(Hyd.most remote) A14.4.4.4 V 11 Has room design method been applied correctly? 11.2.3.3 V 12 Design area QR reduction been applied correctly? 11.2.3.2.3.1 tJ Pr 13 Is the number of design sprinklers correct? 11.2.3.2.3.2 ✓ 14 30%design area increase for sloped ceiling? 11.2.3.2.4 MA 15 30%design area increase for dry system? 11.2.3.2.5 HA- 16 Extra haz.,high temp. reduction correct? 11.2.3.2.6 iiit 17 Multiple adjustments been applied correctly? 11.2.3.2.7 � hq- 18 All sprinklers in the design area operating? 14.4.4.4.1 & ti 14.4.4.4.2 / V 19 Is the occupancy correct? 5.1 V 20 Is the density correct? 11.2.3.1.5 21 Is the coverage area for each sprinkler correct? 8.5.2.1.1 / Data sheet Arm., 22 Is the minimum GPM for the sprinklers correct? 14.4.4.4.1 /Data Vr _ sheet 23 Is the pressure required for each sprinkler correct? (7 14.4.4.8.1 /Data V psi min.) sheet f 24 Is the K-factor(s)correct? Table 6.2.3.1 / i// Data sheet ✓ 25 Sprinklers on the plans same as on calculations? 26 Is the C-valve for the pipe correct? , Table 14.4.4.5 ✓,, 27 Are pipe I.D.'s correct? V 28 Pipe sizes on the plans match calculations? i t' v,,,,,,,( ttA 29 Pipe lengths on the plans match calculations? v- 30 All valves and fittings added into calculations? 14.4.3 v 31 Friction loss through the pipe and fittings correct? 14.4.4.5 V" 32 Has correct amount of elevation been calculated? A.11.2.2.8 V 33 Nodes on calc.sheets match nodes on plans? V 34 Are all the nodes indicated on the plan? V' _ 35 Are the nodes properly connected? IT Plan Review Inspection Checklist-Ver.1.0 NFPA 13(2002 Edition)-March 2008 HYDRAULIC CALCULATION WORKSHEETfl Nozzlpe dente Flow Pipe Flings Equiv. Friction Pressure Normal Notes and In Size and Pipe Loss psi Summary Pressure Location gpm Devices Length Foot t 1 , (90t1 q 2q , LIG 9 ,n03 Pt o 15 Pt 21,5 I4 F Pe 0 Pv Q at( T Pf . ,Pn2', r q L .Pt ,Pt l�b?jQ F Pe Pv T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pf F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pf F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q . , L Pt Pt F Pe Pv Q T Pf Pn q L Pf Pt F Pe Pv Q T 1 Pf Pn , , q ,L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn Calculation Review Exercise #1 Drawing Date: ' 0,170/08 9:57 HYDRAULIC DESIGN INFORMATION SHEET 1111 Job Name: Calculation Review Exercise #1 Location: , Drawing Dae: Remote Area Number: 1 Contractor: XYZ Sprinkler Company Telephone: . Street Address City, State Zip Code Designer: Calculated Bv:SprinkCAD www.sprinkoad.com 451 N. Cannon Ave. Lansdale, PA 19446, Construction: Occupancy:OH-2 Reviewing huthorlties:SFM SYSTEM DESIGN Code:NFPA 413 Hazard:OH-2 7 System Type:WET Area of Sprink:er Opet, 1.50C sq ftl SprinkLer or NozzLe Density (gpm/sq ft) 0.20C I MakeViking Area per Sprinkler 120. 0 sq ftI Model: M Hose Allowance Inside 0 gP11) I K-Factor: 8.00 Hose Allowance Outside 250 gpm I Temperature Rating: 155 111- CALCULATIdil SUMMARY 13 FLowing Outlets gpm Required: 432.5 psi Required: 42.0 @ Source WATER SDPPLY Water Flow Test I Pump Data Daze of Test ; Rated Capacity 0 gpm Static Pressure 82.0 psi ! Rated Pressure 0. 0 psi Residual Pres 63.0 psi ' Elevation 0 fv117)-- At a Flow of 2659 gpm ' Make Elevation 0" ' Model: (164( Location: Source of information: SYSTEM VOLUME 73 3al17;ns' -7- Notes: 1111 Cadcuistion Review Exercise #1 Drawing Dare: Page 3 FITT:NG NAME TABLE ABBREV. NAME C Coupling 90' Standard ELbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND EYD REF Hydraulic reference. Refer to accompanying flow diagram. X FACTOR Flow factor for open head or path where Flow (gpr 0 = K x -\/P Qe Flow added or subtraced Qt Tota:. flow DIA Actual internal diameter of pipe Hazen Williams pipe roughness factor 'Pc-/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings . See table above. TOTAL Total length (P:PE FTNG'S) III(m Total pressure (psi) at fitting Pressure due to change in elevation where Pe = 0.433 x change in elevation Friction loss (psi) to fitting where Pf 1 x 4 .52 x (Q/C) ^1 .85 / 1D4 6' Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/11)^4 Pn.' Normal pressure (psi) , where Pr. = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi . Pressures are listed to 0. : psi. Addition may vary by 0. 1 psi due to accumulation of round off . - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Calcularicn Review Exercise #1 Drawing Date: 19/10/08 9:57 T,,-r% Fire Products Page 5 1111 HYD. 0.a M.A. FI7TING P:PE, DI: Pt REF "C" TYPES rTNG's Pe Pv *,,**** NOTES )14 *AkA . POINT QU Pf/ft TOTAL P Pn PATH 1 FROM HYDRAULIC REFERENCE 101 TO W (PRIMARY PATH) 24 .00/ L.4510.00V, K f) 701 r=120'"/ 0. 00 .2.1..iril 0. 0 24.00 0.037 10. 00 0.4 9. 0 Vel = 4 .70 24.49 1 .452 LO. 00 9.4 9. 4 K - 8.00 : 02 C=190 0. 00 0. 0 0. 0 48. 49 0.138 10. 00 1 .4 9.4 Vel = 9.49 26.23 1 .687 10.00 10.7 10.7 K = 8.00 103 0=120 0.00 a.0 DA 74.72 0.147 10.00 1 .5 10.7 Vel = _0.83 27. 97 1. 687 IT 5.00 12.2 12.2 K = 8.00 1.04 0=120 8 .00 0. 0 0-0 302. 69 0.265 1 .23.00 3. 5 12.2 Vel = 14.88 31.28 2. 154 1T 2.0.0 15.7 15.7 12 C=120 10. 00 0 0. 0 See PATH 4 • 133.98 0. 132 12.00 1. 6 15.7 Vel = 11 .91 2. 635 12. 00 16 .1 18.1 Al I = C=120 0. 00 0.0 0.0 133.98 0.049 :2. CD 0.6 18.1 Vel = 7.96 136.32 2.635 :2.00 18.7 18.7 A2 C=120 0.00 0.0 0.0, See PATH '2 270. 30 0.181 12.00 2.2 18. 7 Vel = : 6. 06 62.24 2.635 -...E 40. 50 20. 9 20.9 A3 0=120 6.00 0.0 0. 0 See PATH 3 332. 54 0.266 46. 50 12. 4 23.9 Vel = 19.76 . I 3.260 28.004/ 33.3 33.3 A4 0=120 r -U, mat 0.0 0. 0 332. 54 0.094 28. 00 9-IV 2. 6 33.3 Vel = 12 .91 W 332.54 35.9 K = 55.50 PATH 2 FROM HYDRAULIC REFERENCE 106 TO A2 4111 . UN:7S - DIAMETE,P (: Ci ) LENGTH J'00T) PLOW ',GPM; PRESSURE (PS1 ) CaloLdr.q.jop Review Eme.i.n.jse #1 Drawing Date: 10/26/08 9:51 Tvco Fire Products Page 7 1111 HYD. Oa DTA. Frrf.:NG PIPE PL. Pt REF "C" TYPES FTNG'S Pe Pv ***,1 * NOTES PO:NT Q: Pfift. TOTAL Pf Pr. A'', f12 . 24 20 .9 K' - 13.62 .---.---------.. PATE 4 FROM HYDRAULIC REFERENCE 105 TO 120 31 . 28 1 . 687 1T 5.00 7 .). 3 15. 3 K = 8 .00 L05 C=120 6. 00 0.0 0. 0 31 .28 0.029 13. 00 0.4 15. 3 Vel = 4 .53 120 31 .28 15.7 K - 7 .90 • PATS 5 FROM HYDRAULIC REFERENCE 110 TO 121 31 .82 1. 687 1T 5.00 L5.6 15.8 K = 8.00 110 C=120 6.00 0.0 0. 0 31. 82 0.030 13. 00 0.4 15.8 Vel = 4 .61 1111 121 31 .82 16.2 K = 7 .90 4110 UNI:'S - D:AMETER .7NOH) LENGTH F..001 ) FLOW GP' ) PRESSURE 2S1) /_ HYDRAULIC CALCULATION WORKSHEET _?" 1. Nozzle Flow Pipe E uiv. Friction Ident. Pipe Fittings q Pressure Normal and In Size and Pipe Loss psi Summary Pressure Notes Location gpm Devices Length Foot -) ql y L Pt Pt 2 (Of Q F lb Pe G Pv VA T Pf Pn q L Pt Pt Q F Pe Pv ,. T Pf Pn '' - L Pt Pt F Pe Pv Q T Pf P„ q - L Pt Pt F Pe Pv Q T Pt Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe P„ Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L - Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn HYDRAULIC CALCULATION WORKSHEET Nozzle Flow Pipe Ident. Pipe Fittings Equiv. Friction Pressure Normal and In Size and Pipe Loss psi Summary Pressure Notes Location gpm Devices Length Foot q L Pt Pt Q F Pe Pv T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe 'Pv Q T Pf Pn q L Pt Pt F Pe P„ Q T Pf Pn q L Pt Pt F . Pe Pv Q T Pf Pn q L Pt Pt 4 F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe P� Q T Pf Pn q L Pt Pt F Pe Pv Q T Pr Pn q L Pt Pt F Pe Pv Q T Pf Pn calculation Review Exercise #2 Drawing Date: 10/10/08 11: 42 HYDRAULIC DESIGN INFORMATION SHEET • Job Name: Calculation Review Exercise #2 Location: Drawing Date: Remote Area Number: 1 Contractor: XYZ Sprinkler Company Telephone: Street Address City, State Zip Code Designer: Calculated By:SprinkCAD www. sprinkcad.com 451 N. Cannon Ave . Lansdale, PA 19446 Construction: Occupancy:OH-2 Reviewing Authorities:MNSFM SYSTEM DESIGN Code:NFPA #13 Hazard:OH-2 System Type:DRY Area of Sprinkler Oper. 1500 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.200, I Make: Viking Area per Sprinkler 120. 0'sq ftl Model: M Hose Allowance Inside O,gpm I K-Factor: Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 12 Flowing Outlets gpm Required: 539.5 psi Required: 24.8 @ Source WATER SUPPLY Water Flow Test I Pump Data I Date of Test I Rated Capacity 0 gpm 1 Static Pressure 62 . O/psi I Rated Pressure 0. 0 psi I Residual Pres 49.01/psi 1 Elevation 0 I At a Flow of 1379,/gpm I Make: • Elevation -4' 0" I Model: I Location: Source of Information: SYSTEM VOLUME 156 Gallons Notes: • i2alculation Review Exercise #2 Drawing Date: 10/1_ 1111 FITTING NAME TABLE ABBREV. NAME C Coupling • E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve • LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted • Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL 'dotal length (PIPE + FTNG'S) • Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting . where Pf = 1 x 4 . 52 x (Q/C) ^1.85 / ID^4. 87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: Pressures are balanced to 0. 01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations • ,alculation Review Exercise #2 Drawing Date: 10/10/08 11 :42 Tyco Fire Products Page 5 410 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES . FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 103 TO W (PRIMARY PATH) 100 14 . 56 2 . 067 . 10. 00 -9.. C, 9.0 K = 4 .85 J ' 0=120 0. 00 0.0 0. 0 14. 56 0 . 003 10. 00 0.0 9.0 Vel = 1.41 24. 04 2. 067 10. 00 9. 0 9.0 K = 8 .00 102 0=120 0. 00 0.0 0.0 38. 60 0. 016 10. 00 0.2 9. 0 Vel = 3.73 24 . 25 2 .067 2T 17. 00 9.2 9.2 K = 8 .00 101 0=120 20. 00 0. 9 0. 0 62. 85 0. 040 37. 00 1. 5 9.2 Vel = 6.07 4 .260 12. 00 11. 5 11.5 Al C=100 0. 00 0. 0 0. 0 62. 85 0. 002 12. 00 0.0 11.5 Vel = 1 .43 62. 85 4.260 .12. 00 11. 5 11. 5 A2 C=100 0. 00 0. 0 0.0 See PATH 3 125. 70 0.006 12. 00 0. 1 11. 5 Vel = 2 .86 • 62. 86 4 .260 12. 00 11. 6 11. 6 . A3 C=100 0. 00 0.0 0.0 See PATH 5 188. 56 0. 013 12.00 0.2 11. 6 Vel = 4 .29 31. 49 4 .260 12. 00 11.8 11.8 A4 C=100 0. 00 0.0 0. 0 See PATH 7 220. 05 0. 017 12. 00 0.2 11. 8 Vel = 5.00 33. 13 4 .260 12. 00 12. 0 12. 0 A5 C=100 0. 00 0.. 0 0.0 See PATH 8 253. 18 0. 022 12: 00 0: 3 12.0 Vel = . 5.75 36. 31 4 .260 lE 12. 50 12.2 12.2 A6 C=100 7. 14 0.0 0.0 See PATH 2 289. 49 0. 028 19. 64 0.5 12.2 Vel = 6.58 W 289. 49 12.8 K = 80 . 99 PATH 2 FROM HYDRAULIC REFERENCE 103 TO A6 41/1UNITS- - DIAMETER (INCH) LENGTH (FOOT). FLOW (GPM) PRESSURE (PSI) • .;alculation Review Exercise #2 Drawing Date: 10/10/08 11 :42 Tyco Fire Products Page 7 411/ HYD. Qa DIA. FITTING PIPE Pt Pt REF "Cu TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 107 TO A2 CONTINUED 24 .06 2.067 10. 00 9.0 9.0 K = 8 . 00 106 0=120 0. 00 0.0 0. 0 38 .58 0.016 10. 00 0.2 9. 0 Vel = 3.72 24.28 2 .067 2T - 17. 00 9.2 9.2 K = 8. 00 • 105 0=120 20. 00 0. 9 0. 0 62 . 85 0. 040 37 .00 1 .5 9.2 Vel = 6. 07 A2 62 . 85 11.5 K = 18. 50 • PATH 4 FROM HYDRAULIC REFERENCE 107 TO B2 9.51 2. 067 10. 00 9.0 9. 0 K = 3. 17 107 0=120 0. 00 0.0 0.0 9..51 0.001 10. 00 0.0 9. 0 Vel = 0. 92 4111 24 .04 2. 067 2T 17 .00 9.0 9. 0 K = 8 . 00 108 0=120 20.00 0.9 0.0 33.55 0. 012 37.00 0.5 9.0 Vel = 3.24 B2 33.55 10.4 K = 10.42 PATH 5 FROM HYDRAULIC REFERENCE 111 TO A3 14 . 34 . 2. 067 10. 00 9. 1 9. 1 K = 4 .76 111 0=120 0. 00 0. 0 0.0 14 . 34 0.003 10.00 0.0 9. 1 Vel = 1. 38 24 . 16 2.067 10. 00 9. 1 9. 1 K = 8. 00 110. 0=120 0.00 0. 0 0. 0 38. 50 0.016 10. 00 0.2 9. 1 Vel = 3. 72 24. 37 2 . 067 2T 17 .00 9. 3 9.3 K = 8 .00 109 , 0=120 20. 00 '0 . 9 0. 0 62.86 0. 040 37 .00 1 .5 9. 3 Vel = 6. 07 •UNITS - DIAMETER (INCH) LENGTHFOOT ( ) FLOW (GPM) PRESSURE (PSI) 0 1 I 1 1 I I I i 1 i I 1 I ' 1 ; j --I- al". o • rnrn i I I i moo i I ! I cNi aili o O• 0CO j I I • OD 0) C7)1- CO 1 rN N M E • I G N Q OLL + ii: 0 CO . . • • Cr 2 u, Iii 4 m rtCI. U) U)U)2 i I ! oQ a�i i I I ! o oom I a) 1 rn co et I L I I E .• i I i I o- I -4- 0 `iN I 1 0 N. and Nin O., '° j M I U ...• U) EttLGI� _i i 1 ' 4 csi o 1 r ami t I o M co w - I j I t N • N I I I lII I N 'j ; I 1 I ! a) 1 I ICC Ca 1 2. n 0 co O i N In _U E O to 0 4i3 f- I , I 1 C] co O oT () N O Q. u. ^ ❑ Jennifer Wittkopf, City of Prior Lake ,NGINEER'S 0 Craig Eldred,City of Prior Lake FIELD ORDER 0 Craig Habighorst,Rice Lake Construction. (2 Copies) ❑ Thomas Leonard,Rice Lake Construction Seth Peterson,Bolton&Menk, Inc. • Kelly Yahnke,Bolton&Menk, Inc. PROJECT: Water Treatment Facility FIELD ORDER NO:9 Prior Lake,Minnesota OWNER: City of Prior Lake,Minnesota DATE:March 26,2008 TO:(CONTRACTOR) Rice Lake Construction ENGINEER'S PROJECT NO: M21.38412 22360 Co.Rd. 12 PO Box 517 Deerwood,MN 56444 CONTRACT DATED: August 6,2007 You are hereby directed to execute promptly this Field Order which interprets the Contract Documents or orders minor changes in the work without change in Contract sum or Contract Time. If you consider that a change in Contract Sum or Contract Time is required please submit your itemized proposal to the Engineer immediately and before proceeding with this Work. if your proposal is found to be satisfactory and in proper order, this Field Order will in that event be suspended by a Change order. Description: 1. Revise Chemical Room Chemical Containment Trench as shown on Attachments 9.1 and 9.2. a. Grating to be 2-inch fiberglass as indicated. b. Provide a C5 x 6.7 to support grating as shown, structural member to be painted per paragraph 3.7 D. 9. c. Place lean concrete below hall wall and exterior wall footings adjacent to containment trench wall. d. Reinforcing Steel to be placed as shown in details 7/3.26 and 8/3.26 2. Revise generator fuel tank pit as shown on Attachments 9.3 and 9.4. 4A�44A‘ 6 �♦l�/ /2-44-/--, l/�I�•✓j7T 4AWt.f 5,1 # NE'0 6 Fa- i.Y 72- ��' 4.450 G 1_6( '-'tt• 1 I �l/L'=D ytw. ;, = /fr Tr 9 Jit, F✓C" '.J J Attachments: 9.1 Revised Chemical Room Containment Trench Plan 9.2 Revised Chemical Room Containment Trench Sections 9.3 Revised Generator Fuel Tank Pit Plan 9.4 Revised Generator Fuel Tank Pit Section ENGINEER: 0 DATE:Wednesday,March 26,2008 Ii FLUORIDE TO PUMP ROOM CHLORINE TO NOTE: FIELD ROUTE OR CHLORINE TO ./FILTER EFF. FEED UNES. 'CLYMER —AERATOR INF. _ —AERATOR EFF. H_CHLOTO URN -----F. r lj 6"x6" CONC. CURB JTURE � OLYMER )TE FUTURE SODIUM (:—ODI UM 1 POLYMER Y-6" ( HYPOCHLORITE HYPOCHLORITE PUMP 1000 GAL. 1000 GAL. I v I ►SPHATE CHEMICAL DAY TANK ROOM W �-- - - 15oGA - ., Z i )LL UP DOOR co ri. m ELEC o ►,1 1 a ' LT- ,......J _ I RC W ilk . F. I F�P% ." SODIUM l O�- PERMANGANATE PUMPS �t�`,l, ( \I 1000 GAL. O I0 i 1 1 6"x6" CONC. CURB 1 Field Order No. 9 Attachment 9.1 Revised Chemical Room Containment Trench Plan 2"x2" NOTCH FOR GRATING• GRATING C5x6.7 0 1-7FILL WITH LEAN CONC. FILL WITH LEAN CONC. 2"x2" NOTCH FOR GRATING3 -0" GRATING C5x6.7 0 0 i.n FILL WITH LEAN CONC. 3'-6" 1 Field Order No. 9 j Attachment 9.2 Revised Chemical Room Containment Trench Sections c� n,c r rv. n if — 2 /5 CONT. CF3 I I 11 it I :� 7 /J J. 7 7 .Y / N. / I 7 A 7 T /• • • II �� ri F� N „ --pair- -� A. / I TFE = 9 3- 8" CMU WALL d 1 1 vE 14 1017 I - - 01If" = 91197 3.27 , I Ii — - -I � ii P Iiii •, . I TOP OF SLAB o 1 s ao ELEV. = 915.00 u�u 18-4 I I iui_1i Ii� I id VERIFY PIT DIMENSIONS W/ $ I I IP FUEL TANK REQUIREMENTS ..4I 32x12' FIG. W/ I / %'1-1 3 #5 CONT. U WAIL i 11'-10'x22'-0'x16" SLAB(TOP / ! •+ . I / OF SLAB EL = 913.00) W/f5 F' I °' 012'0.C. EA. WAY TOP & 4 1 i BOTTOM(VERFYY SIZE W/ $ 1 GENERATOR FUEL TANK I / -Z-7:--- —- ' – –J RE Q) 0 1 I TFE = 910.33 1 / er e�I S = 912.33 I / CMU W / 1) 15 VERT. 0 12' CMU WALL / CORNERS, JAMBS, EA. SIDE OF VERT. CA, ENDS OF WALLS & I / s % 6'-O' O.C. MAX. BETWEEN - TYP. ® I CF .142) I e J L— --- -- —i ri iid. L_ J 12' CMU WALL I ,11 r `� I L —_—— 1111 -AO rill 4 CD - 3'-4' '-4" 24'-8' '-4' 6'-8' 29'-8" 1'-8' 1'-0' 0 REFERENCE SHEET 3.09 Field Order No. 9 Attachment 9.3 Revised Generator Fuel Tank Pit Plan PREFORM EXPANSION JOIN MA RIA ( •.) #5 0 12" O.C. VERT. EA. #5 0 12" O.C. HORIZ. FACE (TYP. 4 SIDES) (TYP. 4 SIDES) AS REVD.' • 0 12" CONC. WALL (TYP.) 12' • • ' • . . 6` WATERSTOP CONT. TYP. 12" CONC. WALL (TYP.) / 6" TYP.) (1w.) SEE PLAN FOR SLAB REINF. - Tr. 11 SECTION 3.28 SCALE: 1/2" = 1'-0" REFERENCE SHEET 3.28 Field Order No. 9 Attachment 9.4 Revised Generator Fuel Tank Pit Section PRODUCT DATA SHEET essiPts nip illiMaja June 2007 Cbarkaelaber C®wa SIM/111111.12.111MMILIE Metbasseud aSSysteem�.i1k® 1000 N os TFICiPV 60 7I8 Pv 1120- . i7R('dPY 120.-5.TR aV� 17,TW lP*N 120-09.ClU,3�.CAJ 2112.CAJ 2115, �.,,_1 CAJ 3086.CM 3067.CA35134.CM 5070.CM 5077.CM 5078,CAJ 1221.CM 2120.CM 2119.CM 2122.GU 5085.C 047.CJU 8050.CM 0nd 2134.CA31280.G0.11261,CAJ7263,CAJ1290.CM1283,CAJ613'8.CA,113¢9,CA11327,CA.1�5 CJ4t�47.CA, ?5„WL94'i7.V&5099.WL 5061.WL 5063,WL$064,W15092.WL.2102 WL 2104 WL 2106,WI 1099,W11159,WL1199,WL 7104.WI 110.WI 1108.WL 1106.WL 210. rower WL2238.WL2192,W12190.WL2201.WL2209.WL3159.WL3162,WL5075,WL1120.wR1110.WII118,WA1114,WL1161,WUin WL1179, WLi 181.WLS127,WL7034,WUpgg,WL6008.WJ 5016.WJ 5018,WJ 5020.WJ 5022.WJ 2023.WJ 2026,WJ 2027.WJ2085,WJ2063,WJ2073. 441111> WJ 1038,WJ 1038,WJ3056.WJ3058.WJ5029.WJ5033,WJ1045.WJ1043,WJ106i.WJ1059.W�11061.WJ1079.WJ 51159,Z/7000.16.WJ7014. C W WJ5039,FC 1030.FC 1032,FC 2065.FC 5020.FC 5022,FC 2077,FC 2075,FC 2079.FC2190.FC2192,FC2132.FG2130. FCt04,, AP211OY®1 FC2148,FC1061,FC3g05.F41065,FC1063.FC3051,MVO 0014,HWD 0179.114100056 1. Product Description For a complete list of product Activation of Intumescence: Metacxaulke 1000 is a one component, applications orfor additional technical ► general purpose fire rated sealant and information, call RECTORSEAL for Expansion Begins 375'F(190'C) smoke seal for construction the latest updated information. Expansion Greatest 575'(302')to joints and through-penetrations. 1100"F(593'C) Metacaulle 1000 is a water based, Metacaulk®1000 Features extremely intumescent, non-sag Color Red caulking grade sealant that is easy to apply as well as to retrofit. It cures to an • Water Cure lime 3 to 4 weeks elastomeric seal that is suitable where • Excellent Freeze-Thaw (at 77'F/25'C) dynamic movement is expected. In the • Flexible Set event of a fire, Metacaulke 1000 will • Highly Intumescent Density 10.544-0.5 prevent the spread of flames,smoke, • Paintable lbsJgal. hot gases and water through joint 125 kg/L openings and through-penetrations. • VOC Compliant No dilution or mixing is required for • Safe and Easy to Use Elastomeric Yes use. No special skills are necessary . Minimum 2 Year Shelf Life for installation. Metacaulks 1000 is Freeze-Thaw Excellent applied with a conventional caulking I gun,bulk 2. Material Properties Skin Over Time 30 min. loading pe from the pail For large applications,it Asbestos Fillers None (at 77'F/25'C) can be pumped directly from the pail. Solvents None Metacaulk®1000 systems are rated for Hazardous Ingredients None pH Value 6.5 to 7 1,2,3 and 4 hours in accordance with the ASTM E814 (UL1479),UL 2079 Application Caulking Volume Coverage: and ULC-S115-95 test standards. Gun or Metacaulk•1000 is protected in a Trowel for 10.3 oz.tube(304m1) 18 cu.in. wet stage as well as in a dry stage (295 cc) against mold growth with a combination of biocides. for 5 gallon(18.9 liter) 1155 cu.in. : , =.. - . _:.- (5000 cu.can/L) ._ --:.-. Use Metacaulks 1000 for various �-u P - applications: s� --�= -�- VOC Negligible Top of the Wall Construction Joints ' L ASTM E 84 ,UL 723 Tunnel Test Deflection Track Wall Systems i � Up to 2'(51 mm)PVC(Open) '' - Flame Spread 5 Up to 3`(76 mm)PVC&ABS(Closed) Smoke Index 10 Crosslinked Polyethylene(PEX)tubing Steel,Copper,Cast Iron and - - STC 54* EMT Pipe • -; ' ' z.. 'Tested In a U 411 imaN assemblassembly/seamW 90 ASTM E . Flexible Conduit Fiberglass Insulated Pipe -v 3.Applications Armaflex Insulated Pipe _° Metacaul 1000 can be used in Telephone,Communication and Power*`1.--._*----` ' K- - interior Hcations as a general Cables ,__:__,......7....: 4` purpose fi rated sealant and smoke HVAC Ductwork seal for action joints on both vertical and horizontal surfaces. 209 I METACAULK•1000 Metacaulk•1000 is also an excellent pressure with a minimum 0.01 (2.5 Pa) and in 5 gallon(18.9 L)pails. fire rated acoustical sealant and can inches water and in accordance with be used in areas under constant ASTM E814(UL 1479), UL 2079 and 8. Limitations vibration or movement. Metacaulk® ULC-S115-95. Metacaulk•1000 is not designed to be 1000 can also be used on various Complies to Required Environmental used in areas under continuous penetrations such as EMT,tek3phone power cables,insulated pipes,etc. Exposure Testing of Accelerated Aging immersion or in areas which would be in concrete floors and walls,gypsum and High Humidity as per UL 1479 Fire continuously wet Metacaulk® 1000 walls as well as wood floors. Use Test of Through-Penetration Firestops. should not be used against hot Metacaulk•1000to prevent the spread _ uninsulated surfaces above 300'F(149' of fire and smoke through joints in fire ,. rated gypsum wallboard partitions, sysrEll coatos teLE concrete block or concrete walls and/ 9. Cautions or concrete or corrugated steel deck FGG/BM/CZ'a'System Compatible' FOR CHEMICAL EMERGENCY, SPILL,LEAK, , floor/ceiling assemblies. indicates that this product has been FIRE, EXPOSURE OR ACCIDENT, CALL tested,and is monitored on an ongoing CHEtiTREC-DAY OR NIGHT 1-800-424-9300. 4. Installation Data basis,to assure its chemical compatibility Install Metacaulk•1000 using standard with FlowGuard Gotdfli,BlazeMastere PRECAUTIONS: DD not take internally: Maybe Caulking techniques or trowel from and Corzarl®pipe and fittings. harmful if swallowed. May cause eye and skin irritation 8 pails. Metacaulk® 1000 may also be Guard G BlereMastareand Oman*are licensed wash afterr handandhed or repeated contact oa ling. FIRST AID: Forr any pumpedfromthepaiils.When damming tiademarfmathe Lubrizol carporadan. fie, get immediate medical attention . materials are needed, use only after firstaidisgiven.Eyes-Rush 15 minuteswith• materials approved for the specific 6.Storage&Handling clean water. Skin-Wash with soap and water. application. Metacaulk• 1000 should be stored Inhalation-Remove to fresh air-Ingestion-Only if Conscious, give large amounts of water and TYPICAL '..JrTOF WALT_ between 35°F(2°C)and 120'F(49'C). INDUCE VOMITING. FIRE AND SPILLS:Use INSTALLJr .JUN to obtain a minimum 2 year shelf life. wafer fog.CO,.foam,or dry chemicals- ware up NOTE: Do not dilute, no mixing is to Pa footing - ►'up with Step 1) required.Bestifprotectedfrorrtfreezing. EANDHANDUNC> If freezingStore away from heat sources. Keep container Cut and fit the gypsum wallboard to the occurs, thaw completely closed Donotreuseemptycontar.KEEP OUT contour of the steel decking leaving a before using. Keep products stored OF REACH OF CHILDREN. maximum 3/4°(19 mm)relief gap. under protective cover in original Foradditmal m.o..hetarb smaiumhhroy DaiaSthed. containers. PackStep the flute openings and relief gap For additional technical service, with required amount of fiberglass 7•Availability call: 1-800-231-3345 Metacaulk°1000 is available in 10.3 oz. fax: 1-800-452-2824 insulation and recess to required depth. (304 ml),30 oz.(887 ml)caulking tubes www-f ectorseal.com Step 3) and 20.2 oz. (597 ml) sausage pack wunvinetacaulk.com Gun, trowel or pump the sealant as required to the specified depth. Properlytool sealant surface flush with ""9'='"°"''"°" °ent'"e°B"'Deck the wall_ r 41 5. Testing Data �, , %n __ For specific test criteria refer to the ' t+r{ll, ' � I I+ � UL's Fire Resistance Directory or 3/4'n Warnock Hersey International Listing • , Directory or call RECTORSEALsee)listweeew Metacaulke1000was tested atpositivex sums/deer nse► IXtimed Systems taenoou heated es Per UL 1079 at 25%Cemphwhoe er e°lenet.nter Sso• - 10. LIMITED WARRANTY ReclorSeal makesthe LimbedE press Warranty gatwhentheinslnwtbnsTor Storage and ha t fang ofauprodudsare ld.wed tee moan!owpraaatetoberwetrom detects.TEAS LMIEDEXPRESS WARRANTY ISEXPRESSLY IN LIEU OF ANY OTHER EXPRESS OR IMPLIED WARRANrnES.INCLUDING ANY eWLED WARRANTY OFMERCHANTABIUTY OR FITNESS FORA PARTICULAR PURPOSE.AND OF ANY OTHER OBLIGATION ON THE FART OF RECTORSEAL The sole remedy for breach of the l)ntited Express Nasaanty she be me refund of the purchase price.Al Other liability is negated and disclaimed.and RectruSeal shelf not be fable for incidental or consequential damages. Suggestions and recommendations covering the use of our produce me based on our pest experience end taboraloty findings.However,as we time no control as Io the methods and conditions of appaxrion,we only assume responsibility for the uniformity of our products%W hih manufacturing tolerances. ao/ 2.09a i I 203 NW 1st Avenue August 22, 2007411A Suite a Sex 307 Foriboult MN 55021 507 334 22.51 fax:507 334 8350 www.arehlttctsplus.ntt awchi1tt1s archdetjure plus inftriar design Sanfrort managtnaenf Bolton and Menk 12224 Nicollet Ave. Burnsville, MN 55337-6857 Attn: Seth Peterson Re: Prior Lake WTF Code Clarifications, Prior Lake,MN Comm. No. 2850 Dear Seth: We are enclosing our responses to the August 20,2007 letter from Mr. Hutchins. Hopefully we have been able to answer them to his satisfaction. I have also reviewed our combined responses to his letter dated July 27,and believe that the issues raised have been satisfied, Should Mountain Star Group raise any new questions,we will have to address them at that time. Please keep us apprised of any other items as they come up. Thank you. With best rds, ,c,...c '''''''*;- Greg Swanson Vice President bvr Enc. (Via e-mail) Page 1 of 1 Bob Hutchins From: Bob Hutchins Sent: Tuesday, September 05, 2006 10:08 AM To: 'info@architectsplus.net' Cc: Craig Eldred; Jennifer Wittkopf Subject: Prior Lake Water Treatment Facility To:David J.Medin Dave,Per our discussion on September 30,2006,as the 2003 Minnesota State Building Code section 1300.0130 states in part: "CONSTRUCTIONDOCUMENTS.Subpart 1. Submittal documents.The building official may require plans or other data be prepared according to the rules of the Board of Architecture,Engineering, Land Surveying,Landscape Architecture,Geoscience and Interior Design,chapter 1800,and Minnesota Statutes, sections 326.02 to 326.15,and other state laws relating to plan and specification preparation by occupational licenses. If special conditions exist,the building official may require additional construction documents to be prepared by a licensed design professional. " I would ask of the owner and you to employ a licensed professional with knowledge of the chemicals and the quantities used in the Water Treatment Facility,to complete a review of the project.The following are some names of licensed fire protection engineers that I gleaned from the Board of Architecture web site located at www.aelsagid.state.mn.us;Thomas Dalferes,Victor Dubrowski,Ross Erzar,Christopher Hanuska,Jeff Harper,Fred Howard,Traci Huffman and Michael O'Hara to name a few.You can obtain the remaining names from the web site.I look forward to working with you on the project.Call if you have any questions.Thanks, Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 9/5/2006 203 NW 1st Avenue May 16, 2007 Suite B Box 367 Faribault MN 55021 507 334 2251 fax: 507 334 8350 www.architectsplus.net architects plus architecture interior design contract management City of Prior Lake 17073 Adelmann St. SE Prior Lake, MN 55372-1714 Attn: Robert D. Hutchins - Building Official Re: Prior Lake Water Treatment Facility, Prior Lake, MN -Preliminary Code Information Comm. No. 2850 Dear Bob: We have calculated the square footages assigned to the various occupancies (B, F-1, and S-1) for the facility, and would appreciate your comments as to our assumptions. Based on our assumptions, we will be looking at non-separated use, although in reality there are several logical separations that allow compartmentalization. Also enclosed is a slightly modified plan with locker rooms that hopefully answer both the Health Department's fifty foot rule on underground waste piping while being barrier- free compliant. Your input on this layout would also be helpful. We are also forwarding you the MSDS sheets and, with a sprinkler system, it appears that we are within limits. At the risk of inundating you with paper, we will continue to provide updates on the documents to hopefully minimize delays at the time of permitting. We much appreciate your time and assistance. h bes r: gar• , David J. M din, Architect President bvr Enc. cc: Seth Peterson II 203 NW 1st Avenue June 27, 2007Suite B Box 367 Faribault MN 55021 507 334 2251 fax:507 334 8350 www.architectsplus.net architects plus architecture interior design contract management City of Prior Lake 17073 Adelmann St. SE Prior Lake, MN 55372-1714 Attn: Robert D. Hutchins - Building Official Re: Prior Lake Water Treatment Facility, Prior Lake, MN Comm. No. 2850 Dear Bob: I appreciated your call last Monday, and look forward to working out the details of the chemical storage areas and occupancies. We will visit further with the project manager to determine the specifics of the storage and distribution. In the meantime, we are enclosing a complete set of the construction documents as they have been submitted for Health Department review. Should they request any modifications upon review, we will wait to submit signed documents until approvals are received. Thank you for your help. Wi best egards, cil David J. Medin Architect Enc. cc: Seth Peterson III 203 NW 1st Avenue Suite B Box 367 April 30, 2007 Faribault MN 55021 507 334 2251 fax:507 334 8350 www.architectsplus.net architects architecture plus interior design contract management City of Prior Lake 17073 Adelmann St. SE Prior Lake, MN 55372-1714 Attn: Robert D. Hutchins - Building Official Re: Prior Lake Water Treatment Facility, Prior Lake, MN Comm. No. 2850 Dear Bob: We are continuing to develop the working drawings for the new water treatment facility, and felt that it would be timely to provide your department with the latest plans and elevations for your information. As you look over the plans, several questions have arisen in the layout process that could benefit from your input. The first question involves the inclusion of a sprinkler system in all or a portion of the building as required by the City's adoption of Chapter 1306. Due to the character of the building's use and chemicals contained, most municipalities have waived such requirements or required additional hydrants. In this case, we also have the equipment area and generator room to consider, which may not be part of the usual W.T.F. A total or partial sprinkler system may impact some of the construction layout, and will certainly impact the budget. If you feel that it would be helpful to schedule some time to review the sprinkler issue and any other questions, please give me a call so we can set a date and time. Thank you for your input. Yore4r SF, (A) \ David J. MI•in, Architect President bvr Enc. 203 NW 1st Avenue June 27, 2007Suite B Box 367 Faribault MN 55021021 507 334 2251 fax:507 334 8350 www.architectsplus.net architects architecture plus interior design contract management City of Prior Lake 17073 Adelmann St. SE Prior Lake, MN 55372-1714 Attn: Robert D. Hutchins - Building Official Re: Prior Lake Water Treatment Facility, Prior Lake, MN Comm. No. 2850 Dear Bob: I appreciated your call last Monday, and look forward to working out the details of the chemical storage areas and occupancies. We will visit further with the project manager to determine the specifics of the storage and distribution. In the meantime, we are enclosing a complete set of the construction documents as they have been submitted for Health Department review. Should they request any modifications upon review, we will wait to submit signed documents until approvals are received. Thank you for your help. W i best egards, ,:_) David J. Medin Architect Enc. cc: Seth Peterson Page 1 of 1 Bob Hutchins From: Seth Peterson [sethpe@bolton-menk.com] Sent: Friday, August 10, 2007 10:49 AM To: Bob Hutchins Cc: Steve Albrecht Subject: Prior Lake WTF Bob, I am in the process of responding formally to your comment letter dated July 27, 2007. I am obtaining the necessary documents from my various sub-consultants and I hope to have a formal response to you the week of August 13th. One of the items discussed in your comment letter regarded the amount of chemicals stored. I will explain this fully in my comment letter, however, I want to further explain what exactly is stored. The four main chemicals used are: fluorisilicic acid, sodium hypochlorite, sodium permanganate and a phosphate solution. These are all solutions and are not full strength. The chemical percentages vary for each chemical (based on the MSDS information). Below is a brief explanation of the amount of each chemical stored, its solution strength and the total (100%) product volume for each. Fluorisilicic Acid -Total Storage= 1,070 gallons. Strength is 25%. Total product(1,070 *0.25) =268 gallons. Sodium Hypochlorite -Total Storage=2,365 gallons. Strength is 15%. Total product (2,365*0.15) =355 gallons. Sodium Permanganate -Total Storage= 905 gallons. Strength is 40%. Total product (905 *0.40) = 362 gallons. Phosphate Solution -Total Storage= 175 gallons. Strength is 21%. Total product(175 *0.21) = 37 gallons. The fluorisilicic acid is stored in a separate room and the others are stored in the same room. Since the rooms are sprinkled, it appears the above volumes meet the requirements of IBC table 307.7(2). Let me know if you have any questions on the above. Regards, Seth A. Peterson, P.E. Environmental Engineer Bolton & Menk, Inc. 12224 Nicollet Ave. Burnsville, MN 55337 Ph: 952-890-0509-ext. 2196 Fax: 952-890-8065 Cell: 612-803-5223 8/15/2007 \ S ON nim IMO.Z1 % o / --- N Ng /11 in 1 k I IN ; " `f 7\ s /1 I (.. ;> 111` + - .,.1,:„.!'\�_-- y.� 73tl,t'VJ['ISMOJI I \IY � °\,' _'- ��I'1 11 as i ! , �.MM.. ..a• '1 - \ \ `--- II irl'i};f.7:_-� '- / t �I }S I ` - \` -/' 11 \ ¢bus' , IIUr ' 4 1 �::.:i�. ii i{1 11 G., �� , ' ',',�;;;1 ,i .,\\ ,,I�.. .,j&I, �I�.s .ii= ; �/ ', t_______________ r 4 \ !I 1 1 K I ' ' ! 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TREATMENT AREA/STAIR TOWER 10,400 SQ.FT. MAIN LEVEL TOTAL 13,911 SQ.FT. EQUIPMENT PLATFORM/WALKWAYS 3,505 SQ.FT. TOTAL 17,416 SQ.FT. B OCCUPANCY CONFERENCE ROOM/OFFICE/LAB/CORRIDOR/TOILETS 3,548 SQ.FT. S-1 OCCUPANCY GARAGE 4,648 SQ.FT. LOCKER ROOM/GENERATOR ROOM 2,502 SQ.FT. CONTROL ROOMS/CHEMICAL STORAGE 890 SQ.FT MAIN LEVEL TOTAL 8,040 SQ.FT STORAGE MEZZANINE 1,804 SQ.FT TOTAL 9,844 SQ.FT. NON SEPARATED USE: YARDS > 60 FT. SPRINKLER SYSTEM CHEMICAL STORAGE: PROPOSED ALLOWED ?`` SODIUM PERMANGANATE 1-1,000 GAL. X 2 = CHLORINE 2-1,100 GAL. FLUORIDE 750 GAL. + 165 GAL. PHOSPHATE 165 GAL. f �,�,�+ "I c.�, G� !b Ll a�.� �C:!-./d%dfq�,.�kyr?,-�._Y'„'`;?�" • .. 111 200 South Main Street • ... SHEET NO. ��o� Po�nicit,�/ ST�a1L1 r4 ' Le Sueaa MN 56058 JOB do-I'll •• L. i t: Phone:(507)665-6255 DATE 8- r1- 0n •• E 1,r,, i;leers Fax:(507)665-6818 DESIGNER M 44 PRieR % AWE= - la,-p 1 __..A ! I 3 1 i i ;1 1 1 1 i I I. S ( I� I I I POMoMO6 L.OAD S i. I ; I I. 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