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Building 10.0084, Meters 10.196, Plumbing 10.188, Sprinkler 10.297, Heating 10.0303, Alarm 10.436
d . i i l �R 1 r � rJ� '� ' S �. rY �� n i� r .0 _. 3iYl._ „i _.;` d � ti 1 �/ z t _ � rig. i_ w. r ,_ rV, .. ri hM_ u,.n „ rVo h _ iVrn._ f.Ilnii�uV _ ,u u Vr .:i. i _n�J i : i il� ^� �. r ��I��IYf. � _ I f I .�Y I �li u i _l � _ uVVll f n i _ r r . _ qtr ifttafr of ®tnipn try CITY OF PRIOR LAKE prparfittrtlf of 1 utthtzt jirtsyrrfion ❑ Final Permitted El Conditional C.O. Expires '' This Certificate issued pursuant to the requirements of Section 110 of the ❑ Residential / ❑ International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: , ' • - Use Classification 6OP9Me /et/it L. Bldg. Permit No. /0. 00 bit-- Occupancy Type Type Construction � �! Zoning District CZ. Legal Description L> y� Z 4 , PAR-1G A//e01,1457 ft'PDA,/. w �! 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N k 0 i 0 _ < 000000 § ).73 73§Z ' § > r /� 3 % §mm■_ 4 0 . z �■ � r 2 -- _ -4 i 0 o PR/ CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd : TEMPORARY CERTIFICATE OF ZONING COMPLIANCE 7 AND UTILITY CONNECTION PERMIT 1 19 ( f U l21 MliVNESOIP I. White File PERMIT N 3 Yellow City O O 00 3 Yellow Applicant (Please type or print and sign at bottom) ADDRESS ZONING (office use) 4'51 POOA4 \‘‘-oc\.,k— Av-t c,z_ LEGAL DESCRIPTION (office use only) LOT 3 BLOCK 2. ADDITION ? ktt.ye: u t ex t.L6T ND NI . PID ZS 3 c ( - 0 0 4- - U • (Name) 4 b.nvNdc Oti \ (Phone) 9 GI— 5 – '11 It (Address) 4 (off 1 Pc,... vL k) [ ( 1 l4 A-v-e—. BUILDER / A • (Company Name) I� k) t C. �c 4- r H.tk(v.,, (Phone) 'A 57- 15' " 2 (oe (Contact Name) Ti.4 OvL \1 4 (Phone) (t « -, (A 3 . C, 2 (Address) tc 0 28t Sk W TYPE OF WORK XNew Construction ['Deck ['Porch ❑Re- Roofing ❑Re- Siding ❑Lower Level Finish ❑ Fireplace ['Addition ['Alteration ❑Utility Connection CODE: ❑I.R.C. I.B.C. ❑ Misc. Type of ConstructionU II III IV CO A P Occupancy Group: A B e F HI MR S U PROJECT COST /VALUE $ 500,000 Division: 1 2 3 4 5 (excluding land) I hereby ce 'fy t at I have furnished information on this application which is to the best of my knowledge true and correct. 1 also certify that I am the owner or authorized agent for the above -m do e i property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official an re ry this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. x ie■ Visq 2. t/v I+® I Signature Contractor's License No. ate Permit Valuation �7 2r D© 00 Park Support Fee # $ Permit Fee $ 1 SAC # $ e 3453.50 /DOD.' - 1 14 Plan Check Fee $ z24418 Water Meter Size 5/8 "; 1 "; $ State Surcharge $ 150. - Pressure Reducer $ Penalty $ _ Sewer /Water Connection 1e # 1 $ 1 3 00. Plumbing Permit Fee $ – Water Tower Fee 1000 # $ '1 0 00 • Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ _ Other $ . — Gas Fireplace Permit Fee $ — TOTAL DUE afra,Or z. / ' 10 $ el III do This Ap /ca'tn i 1 co i Your Building Permit Ap oved Paid T v r IC{� 2,...f Re• +iptNo. j1l , Date Z _ z3 . C d By Z 16 it Buildin 0 Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued, 1 // `� tv, - / -/& se �ornmnerd S/�et p anning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street Prior Lake, MN 55372 O' PRIp� ft x U tr1 White - Building y, �� Canary - Engineering NNESO Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT </ • A . Vi 1 1 1 C G CJ L U..J Q., 1 (CJ W APPLICATION RECEIVED (• { 9 • 1 U The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 4 37 DARK N(C'.ULLe r EVE . Accepted Accepted With Corrections ?` Denied Reviewed By: Date: 2 I 2 (9 / 20 i ° Comments: ° Pr._ v � )....._ S ��o•( w. ro ote c- _ kw s, - r e? / j., at .' c C. , ° v -. 4 •-I-e,a v+--c_c___ A 5 r 4- , S •e.,,( eel / > 4 --- - " t-...�, i� t v .^ r- 4 7'Cv.. � "a ._ c ., ‘ ,,........., � rc ct -- C e......-1._ 4) c....-1-t._ cd c1 _ 8 C'......d e c. cam, � y 4-5- a / , p e B 6,1 ' T- a1r0,,,r \✓, S c.,"" -. v...¢n.d / r` C . _ 4. C. _ 0 Cce- 0 pc-,,,e_ y , ` r f� v� f � I O I— Cv ) t t9� O 'z-+C,_ g_t_ CV ✓" t y t �s k ep,/ 5 .5e_ok J / 25'7 0 7C_ CeS 1- "The issuance or granting of a permit or approval of pl specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." t ''''z- e--- . , cnCi\ S Cam. I t t -� S 't t ' Q ..1 +. O1 PRIp4 4 U ttii White - Building n,1 Canary - Engineering LANES° Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT K. A, Win' Co N s 1-u c r i 0 N APPLICATION RECEIVED 1. 19 9. C 0 1 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 4 PA RK N -A VE. . Accepted Accepted With Corrections Denied i► / / Reviewed By: * 4 . L Date: Z 1' I) Comments: /. ©l3 r-9 t"- Z /c -5c L. - -\ ' ©/ / ?/ V A 0r c't/ --ruf F0 G /42a_r' 1 (Tc-%t 6- 3 . Su & ,9, / r Pc,...) .1A. P, , s ! / A5 r. evcL46.7r. 4,, 4 , P"--o V !n� 4cs,,e7.n - (c(s(t trzra. 4 r', r /'460,0) S pea. ( !C'( L,-q- r(o.LJ S Tc-��. - Z.©c .1- rt.-0 4-i 4 TC (? �'�✓`� 4 (. ' - 1 , ®,c I . 7 P T / C-' I ` /tdo(, Se / T/4 z. . h - (F PPfvo,i- 516 ofc - 6 r (N / t6crr f poto vcdd S c. cTR.uc r-q.a -- � C "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." PRIO U White - Building Canary - Engineering NNEsdo. Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST („," \ , i TT- 4 , I lc Ni NAME OF APPLICANT 1 APPLICATION RECEIVED C. The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 1 1 1 ‘_,t .. LL t - T Accepted Accepted With Corrections Denied Reviewed By: Date: 0 Comments: -- /f/1 Si Aye if 4 ette( 04 1- eikZfrii er ' Pri re e&aer /r 404- ez, rJr a-ezriatinte 41 eAvek it = . . "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." 4 ?Ai Date Rec'd 0 l CITY OF PRIOR LAKE PLUMBING PERMIT 0 3' z. /0 p � r/ (.G /1///0 .0 ' 3. I PERMIT NO 0. oleo, (Please type or Flint and sign at bottom) ADDRESS ZONING (alike use) 4 16 37 f2J' Pi-collel- nv-t- • LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION P1D (Address) APPLICANT T i �i ��/ 3 (Name) 3 J / / /1 ( 9 ;1 yo C (Address) , cci7 i fl %`1 r s 6 C J71 C 1 /c y S er T3 72 (Address) (City) \s (Zip Code) � (Contact Person) / /iISP h ,1 S A (Phone) 9S _ 41c6 - °" r3 APPLICANT SIGNATURE _ 4-- d DATE APPLICANT PLEASE COMPLETE BELOW Quantity Type of Fixture Quantity Type of Fixture Bath Tub with or without shower 5 Rough -ins 1 Dishwasher 3 Water Heater Floor Drain Water Softener 07 . _ Lavatory (Bathroom Sink) Stand Pipe (Washing Machine) /' " Laundry Tray (1 or 2 compartment sink Sewage Ejector Shower Stall Backflow Assembly I Sinks (rn 6p Backflow Assembly Test Bar Sink / Lawn Sprinkler V Water Closet (Toilet) / Other (A /'i no.. 1 1 0rrn tl' )9 {-c' A r M,' FEE SCHEDULE Industrial, Commercial & Multi - family 1% of job cost with a 549.50 minimum Residential, New One & Two- Family 5149.50 Residential, Additions & Alterations 549.50 Estimated Cost s 3 Building Permit # PLUMBING PERMIT FEB $ 2. 35 O 0 STATE SURCHARGE $ .50 TOTAL PERMIT FEE $ 235 5b P ( ores Use Only) G A1.4‘,1) 3 4i This Af ; ,. , mes our Building Per It W en Approved Paid 2 , Receipt No. ,� ,,� 0 X1 77 /a Date BnlWiaa 0 1I. , . al to J /t0 / 24 / 4— hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 . 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 (''' pRl CITY OF PRIOR LAKE Date Rec'd 9 HEATING /AIR CONDITIONING /FIREPLACE PERMIT Sam /0 -08 � iNNEsoo 1- Pith File PERMIT NO . 2. Green City (4, , 3. Yellow Applicant (Please type or print and sign at bottom) ADDRESS ZONING (office use) 146 3 1 ()c 11,_ Ai 4 c hti 0 f-i LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER S n ∎(\m( hAo & 9(\ (Phone) (Name) J ) (Address) APPLICANT // , ' ` / 6� (Name) f'1 ,V j /..A.-C— (Phone) " `7 (Address) 16 '3 Io Si7reeat fre-' P 9'60 (Address) (City) (Zip Code) (Contact Person) t r CW ■ I (Phone) 'W" 4 �" APPLICANT SIGNATURE — — DATE H "T - 0 APPLICANT PLEASE COMPLETE BELOW ❑NEW CONSTRUCTION ❑ REPLACEMENT ❑ ALTERATIONS FURNACE MAKE AND MODEL FUEL FLUE SIZE RETURN OPENINGS INPUT OUTPUT TYPE OF SYSTEM HEATING OR POWER PLANT ❑Warm Air Plants PLEASE NOTE: Air Conditioner ❑ Steam Units and Fireplaces Cannot Encroach ❑ Gravity ❑ Hot Water ❑ Mechanical ❑ Radiation into Required Side Yard Setbacks. ❑Air Conditioning ❑ Special Devices Fireplaces with Box Additions or ❑Vent. System 0 Other Devices Cantilevers to the Outside of Buildings Require a Building Permit. FIREPLACE MAKE AND MODEL FEE SCHEDULE Industrial, Commercial & Multi- Family 1% of job cost Residential, Gas Fireplace $49.50 $49.50 minimum Residential, Heating & A/C (New Construction) $149.50 Residential, Additions & Alterations $49.50 Residential, Heating Only (New Construction) $64.50 Residential, AC Only $49.50 Estimated Cost $ 2 Building Permit # HEATING PERMIT FEE $ Z 2-0 , STATE SURCHARGE $ .50 TOTAL PERMIT FEE $ 2249 .S0 (Office Use Only Th'. , I I • . on Becomes Your Building Per it W n Approved Paid 2 -z o Receipt No. v (OiS �� . ►.. O a5 �0 Date '�� By B it ine is l� to ( 0 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 �. o .. ..., ....,. ii r. 5.. � PRI0 CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd 0 TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT `_' FM- -.e. 4 Q , I. White File FERMI N O . _ j 4 2. Pink Cie 9 3 Yellow Applicant ( , (Please type or print and sign at bottom) ADDRESS /� ZONING (office use) &31 f K N1 - r A 16. '- ' LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER S 0 tJ Ps 6 r t ON 7 t 5 © g' 1 (Name) (Phone) (Address) (Company Name) Name) 7 n / I SO ( 7 1 0 6 A a y 3 (Com � 1.- � r � !J / �� (Phone) (Contact Name) nil Ke "Soh ASon (Phone) (Address) Sf7 in/nnPSO Sf Sim kopee 44 G1) , , TYPE OF WORK ❑ New Construction ['Deck ['Porch ❑Re- Roofing ❑Re- Siding ['Lower Level Finish ❑ Fireplace ['Addition DAlteration ❑Utility Connection - onnection I �� � I f' /L� CODE: ❑I.R.C. ❑I.B.C. ❑ Misc. Q2' 1 £✓A'T� ' / v 1 1 - ` Y Type of Construction: I II III IV V AB PROJECT COST /VALUE $ Occupancy Group: A B E F HI MR S U (excluding land) Division: 1 2 3 4 5 I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above- mentioned property and that all con action will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can r ok this it r just cause. urthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. �.� €.----i•—•—, ?c/f0 gyPi 3 -30 -/Q X ignature Contractor's License No. Date Permit Valuation Park Support Fee # $ Permit Fee $ SAC # $ Plan Check Fee $ ; Z,_ Water Meter Size 5/8 ". 261 475 • $ 1 5-0.... State Surcharge $ i _ Pressure Reducer $ / 25. Penalty $ Sewer /Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE $ • D 7 � � 4qt- t. g3./10 This A ; • ati , t ecomes Your Building Permit Wh Appr ved P /4 Receipt No i D aid ate �� /O By /�VI- • /. 3o �O //( Bui Official Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street Prior Lake, MN 55372 (PR- CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLTANcE . AND UTILITY CONNECTION PERMIT �i J , Z�, /� ��ryNes Stew �0 - 8 4-- t. r,,, ale 436 i :. ci � PST NO. /b 3 Ydbw Applicant , (Please type or print and sign at bottom) ADDRESS J ZONING (olfl�u3e) r1 4/6.37 pa I/4 V1 (colla " Attie LEGAL DESCRIPTION (office use only) _ LOT BLOCK ADDITION PID OWNER (Name) SO h / t-'t Mon ieSSC t i , (Phone) . (Address) . b BUILDER Co /' �j (Company Name) 5eLV,r .s _ �f ✓be t- 14 fJJf C (Phone) J 57 -t/ 7 /3° (Contact Name) vi/7 (Phone) (Address) TYPE OF WORK Ise New Construction °Deck °Porch ORe_Roofing °Residing °Lower Level Finish 0 Fireplace °Addition °Alteration °Utility Connection r ;•> � In 5 �11�t t� as �� /teo g ySJ'en'I CODE: DI.R.C. ❑LB.C. ❑ Misc. lYltrn -6fist Fife S R &we? Type of tctlon: I 11 N V A B PROJECT COST /VALUE $ --YOU Occupancy cy Group: A B E F HT MR S U Division: . 1 2 3 4 5 (excluding land) • 1 hereby certify that t have fnrnidted information on this application which is to the test of my knowledge true and erect. I also certify that f amthe owner or authorised agent for the above-mentioned property and that all construction will conform to an existing state and local laws and will proceed in accordance with submitted plans. t am aware that the building official can revoke this pe ' for just cause. PnMermore,7 agree that the city officiator a ee design enter upon the property to perform needed uupectlons Signature Contractor's License No. Date Permit Valuation 7,0r ,Oi - Park Support Fee # $ Permit Fee • $ /; •17 SAC # $ Plan Check Fee $ 47 cm Water Meter Size 5/8"; 1" ; $ State Surcharge $ r _ Pressure Reducer 8 Penalty $ Sewer /Water Connection Fee # $ Plumbing Permit Fee • $ Water Tower Fee # $ Mechanical Permit Fee $ - Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE /) t eI e , 1/4. $ ` / This A :, , es YourBu1lding Permit A roved Paid /Z. G Cf t No. & Obi 7' g- �J �� 1 Date Jr- ", / AI& 6 /p. 2 Z 9. to B • Bui ing DRici ■ Thu is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as renamed. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows consuucdon to commence. Before occupancy. a Certificate of Occupancy must be Planning Dhector Date Special Conditions. if 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street Prior Lake MN 55372 / (gtrft trafi of airrupan u CITY OF PRIOR LAKE K prpttrfi trnf ai LziIMMnj ttsprrftatt K ❑ Final Permitted ❑ Conditional C.O. Expires / °it I t b K This Certificate issued pursuant to the requirements of Section 110 of the E Residential / L International Y�. Building Code certifying that at the time of issuance this structure was in compliance w the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Use Classification ,wI^ dd Wn/�6i6itiA L Bldg. Permit No. /0. 004— K Occupancy Type Type Construction Zoning District CZ Legal Description L3 B Z , PfsfRlc w,c4 D1) /k1. Owner of Building Site Address 4 Con Mick N /(V ,� 4tV tractor's Name & Address I. JA', W( / 0 �O .5 : #8 �,o'j _ �/-� _, 53 � wP yv, x y I F/h� /4 T C/t /NS City Planner // -- r� ,✓'Pu Official Date: t�l G i] ,( I b Date: POST IN CONSPICUOUS PLACE 0 If 0 I "rri Q Yl1/1/IC111i C ► I Q 31!; i Analytioal 1I ala ra m 9300 Poplar Bridge Road Bloomington, MN 55437 952.563.4904 P P Sample Result Report Report Date: April 28, 2010 Client: K.A. Witt Construction l Received By: TLT 's Address: 1530 West 280th St. Received Date /Time: 04/27/10 10:35 New Prague, MN 56071 Sample Condition Upon Receipt: j Sample Collector: BW ■ Acceptable Collection Date: 04/27/10 ; a Other Collection Time: 09:15 j Client ID: Sonnet Montessori Sample D ... Analysis Analysis Analysis Analyst Combination Analysis Unit Name Reference Start Date Result P/A total Readycult 04/28/10 DJW A coliform /100mL coliform A = Absence of Bacteria. Deb �� �.. Approved By: Tory Thompson / Deb Weltzin Lab Analyst Laboratory Identification Number: 027- 053 -355 The results in this report apply only to the above listed samples. All routine quality assurance procedures were followed, unless otherwise noted. This analytical report must be reported in its entirety. All methods are certified by the Minnesota Department of Health, unless otherwise noted. EPA 200.7 for the analysis of Lead in drinking water is not certifiable by the MDH. Page 1 of 1 Memorandum DATE: January 29, 2010 TO: Jeff Matzke, Planner 2 y ! o RES 9.4. CC: David Linner, Linner Architects Jason Witt, KA Witt Construction, Inc. 14 FROM: Robert D. Hutchins, Building Official K.: ?d'ix° RE: Site and building permit review for Sonnet Montessori Following are the results of the Site and building permit review for Sonnet Montessori. Our review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2007 Minnesota State Fire Code (MSFC), which adopted with amendments the 2006 Fire Code (IFC). 4 . Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department ". Indicate on Site plan. Locate by Fire Department Connection (FDC) and straight run of curb in front of building. Maximum sign spacing is 50' on center. IFC 1001.7.1. o shrubs or trees are permitted in front of the FDC. • 46 N DSa.4P 4" PL# C..•+i ^aka Sht Al: provide dimensions perpendicular from property line to nearest corner of the four sides of the building foundation. The following are building plan comments: . Al: Assign an occupant load for the Office, Kitchen and Lobby. This will result in an increase in the total number of occupants for the building. spy, oN per' �. ubmit fire alarm and sprinkler plans. May be submitted at a later date. 6 9 Submit the Structural Engineers requirements for Special Inspections IBC 1701.5. See attached. 4( An S.A.C. determination must be completed by the Metropolitan Council Environmental Services for the new building. Contact Kelly Barnebey at kelly.barnebey @metc.state.mn.us or 651- 602 -1421 for the determination on the new building. Presently, there is a charge of $4500.00 per SAC unit which is collected at the time of the building permit issuance. J:\LETRMEMO \Sonnet Montessori\DRC Sonnet.DOC `5. Submit a soils report. /Submit Energy Envelope Calculations. MSBC 1323. l./ Provide a sign permit for the free standing sign. If sign is over six feet in height provide signed structural plans. -- p . v - L , 4 Provide address numbers on buildings. IFC 505. 'rovide fire department lock box at the front door. An application for purchase of the box will be received with approved building permits. -Rid. 6c...4 liar p • 10. Detail 1 /A5 and 7/S4: Solid wood block in every other truss space does not allow insulation baffle in each truss space. Calculate the required height of the free air space of the insulation baffle to allow flow of required amount of attic ventilation air. K1. Sht A4 Door type A: Provide 10" of smooth surface A.F.F. MSBC 1341. 404.2.9. I Sht ME -1: Provide conduit to P.I.V. tamper switch. 9 . 4 . Sht E -2: Add two emergency egress light fixture in Hallway 106 and Lobby 101. Ey.< #4. Plumbing plans must be submitted and approved by the State of Minnesota 681v41/ Department of Labor and Industry. P ic s 7 15. Sht M2 plumbing keynote #4: provide size of meters. - _66. Sht M3: mechanical keynote #7: UL rated range hood required when installing a /".'� range in this proposed occupancy. Provide menu of food and specification sheets of all appliances in the commercial kitchen. Also submit plans to the Minnesota Department of Health; Food, Beverage and Lodging Program go to: http: / /www. health. state. mn. us / divs /eh/food/license /procedure.html . V17. Day care must be licensed by the Minnesota Department of Human Services go to: CZAlitw http://www.license.state.mn.us/ licenses /licensedetail.lsp ?URI= tcm:29- 3538&CT URl= tcm:27- 117 -32. This review is based on civil and building plans dated January 15, 2010. The site and building plans must be reviewed by the Cities Developmental Review Committee (DRC) which consists of representatives of Community Development and Natural Resources, Engineering, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. 2 CITY OF PRIOR LAKE 16200 EAGLE CREEK AVENUE S.E. PRIOR LAKE, MN 55372 SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE Project Name Location SPECIAL STRUCTURAL TESTING AND INSPECTION Specification Description Type of Inspector (3) Report Frequency Assigned Section Article Firm (4) Notes: This schedule to be filled out and included in the project specification. Information unavailable at that time, to be filled out when applying for a building permit. (1) Use descriptions per UBC Section 1701, as adopted by Minnesota State Building Code. (2) Special Inspector - Technical, Special Inspector - Structural. (3) Firm contracted to perform services. ACKNOWLEDGMENTS Each appropriate representative shall sign below: Owner: Firm: Date: Contractor: Firm: Date: Architect: Firm: Date: SER: Finn: Date: SI -S: Firm: Date: TA: Firm: Date: SI -T: Firm: Date: TA: Firm: Date: SI -T: Firm: Date: F: Finn: Date: F: Firm: Date: *The individual names of all prospective special inspectors and the work they intend to observe shall be identified. (Use reverse side of form if necessary.) Legend: SER = Structural Engineer of Record SI -T = Special Inspector - Technical SI -S = Special Inspector - Structural TA = Testing Agency F = Fabricator Accepted for the Building Department by Date 3 Page 1 of 1 Bob Hutchins From: Jeff Matzke Sent: Friday, July 02, 2010 2:21 PM To: Jason Witt Cc: Danette Parr; Bob Hutchins; Larry Poppler Subject: Sonnet landscape inspection report Jason, As a follow -up to the voice message I left for you yesterday I wanted to outline the details of the landscape site inspection at the Sonnet Montessori site on 7/1/10. The following are comments from the inspection: • 8 trees on the original landscaping plan were not installed. Per our conversation regarding landscaping requirements for the site, in lieu of these 8 proposed trees, existing trees at the rear of the property could be counted as part of the required landscaping. The bufferyard at the rear of the property; however, was planted as proposed. • The rain garden was not yet installed. A member of the Engineering Department will inspect it upon completion. Please contact us when this rain garden vegetation is complete. • The shrubs needed to provide required screening of the air conditioning units in front of the building were not installed. Since that area now has poured concrete in place, a better alternative screening that would meet City requirements would be a solid fencing material which is, at minimum, the height of the units. If you have any questions regarding this please let me know. Jeff Matzke Planner Community Development & Natural Resources Dept. City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 phone (952) 447 -9814 fax (952) 447 -4245 Email jmatzke @cityofpriorlake.com Think Green. A Please don't print this e-mail unless you really need to. Thank you. 7/6/2010 rage 1 01 L Cappaert, Karon From: Barnebey, Kelly Sent: Monday, June 08, 2009 3:17 PM To: Cappaert, Karon Subject: FW: SAC for Sonnet Prior Lake Here is our answer to the Sonnet submittal. Kelly From: Ann Thompson [mailto:ann @sonnetschool.com] Sent: Monday, June 08, 2009 3:05 PM To: Barnebey, Kelly Subject: RE: SAC for Sonnet Prior Lake Kelly: Based on my conversation with our licensing officer, they will not be able to issue a copy of a new license without visiting the building. They do not issue license based on building blue print. Please go head and process our request as based on what we have submitted. If you have any questions, please contact our licensing officer: Donna Gainor at 651- 296 -6314 or donna.gainor @state.mn.us She will be able to better assist you with their building guidelines. Bets regards, Ann Have a great Day Ann Thompson Sonnet Montessori School 952 -226 -6675 952- 836 -9416 (cell) 866 -752 -3074 (fax) • www From: Barnebey, Kelly [mailto:kelly.bamebey @metc.state.mn.us] Sent: Friday, June 05, 2009 1:52 PM To: 'ann @sonnetschool.com' Cc: Cappaert, Karon Subject: SAC for Sonnet Prior Lake Ms. Thompson, we received your submittal for the Montessori on Park Nicollet. The copy of the license you provided indicates an address on Highway 13. If you do not yet have a license for the school at 4637 Park Nicollet, please provide a copy of the state license application or other DHS documentation indicating proposed capacity at this location. We are required to have paperwork that matches the address for the project in question. If you have a pdf of the plan, that would be helpful. The hard copy has small text. Thank you 6/10/2009 j i id 1 <)•4 - SIO PIIIMIll MVP I 111111111.11111 . 1 M3 �1� $ at h 1 I i 3 II. t 4fs Cm] it or l i 1 s` ; 1 _ - - Ail -- ; I 1 d ti � wis t isi � plc 14 ( i - -' ,I I 14 [I illi i 1 i 11. M I ' ���-- � IIL::ooa Irm 1 1_,....„....77,.. Iiiiiiimilm g l i l Ii I II. liii ! - 14, i_..... 1 oi I l_. I g • g 1 41 . 1 i h • . 4 i 1 • . • . L .... . . . .. . . • .. • - iiimumpumiki. ... . . FIRE ALARM CONTROL PANEL SILENT Model 5208 KNIGHT Fire Alarm Control Panel by Honeywell with Digital Communicator The Fire Alarm Control Designed to Grow with Your Systems Needs, Without The Growing Pains. The SK -5208 is a microprocessor based control panel with built -in UL listed communicator designed for applications requiring smoke detection, manual pull stations, and sprinkler supervision. It features an easy to read LCD display with programmable English readout and user friendly tactile keys. The basic unit offers 10 zones of initiation and is expandable up to 30 zones for larger applications. The SK -5208 has a complete line of supervised accessories that provide remote annunciation, auxiliary control zone expansion. Ideal for new and retrofit applications, the SK -5208 delivers the performance to handle your installation. Features • Built -in synchronization for • 10 zones, 8 Class B (Style B) and 2 appliances from AMSECO®, Class A (Style D) or Class B (Style Gentex®, Faraday, System Sensor®, B) zones, expandable to 30 zones and Wheelock® • Supervised zone expanders and I/O • Programmable date settings for modules can be mounted remotely Daylight Saving Time from the main control panel • Clock source setting options for 50 • Event History Buffer (150 events) Hz, 60 Hz, or internal (uses the with date /time stamp panel's internal clock) • All zones are compatible with 2- or Specifications 4 -wire detectors • 8 selectable /programmable output Operating Voltage: 24 VDC patterns for notification appliance Primary AC: 120 Vrms @ 60Hz, 2A circuits Total DC Load: 6 Amp • Built -in Digital Alarm Communicator Current Draw: Transmitter (DACT) Standby: 140 mA • 4 Notification Appliance Circuits Alarm: 460 mA • 4 programmable general purpose Flush Mounting Dimensions: relays Height: 24.75" (62.9 cm) • Programmable smoke verification, Width: 14.5" (36.8 cm) pre -alarm delay, cross zoning and Depth: 3- 7/16" (8.73 cm) enhanced verification mode features with 5/8" protruding SK - 5208 that can help minimize false alarms Overall Dimensions: • Programmable from the built -in Height: 26 -3/8" (67 cm) control panel touchpad, remote Width: 17 -3/16" (43.66 cm) • SKSS Downloading Software annunciator, or Windows® SKSS Total Depth: 4" (10.16 cm) • Plex -2 Door Option downloading software Operating Temp: 32° to 120° F Listings and Approvals • Direct connect port for on -site (0° to 49° C) • UL Listed up /downloading with Windows® Humidity: 10 - 93% noncondensing • CSFM Listed SKSS downloading software • Built -in walk test feature Optional Accessories • MEA approval 429 -92 -E Vol. XIII • Single or dual interlock water • SK -5235 LCD Remote Annunciator releasing capability • SK -5217 10 Zone Expander • Plex door option combines a dead (2 max. per system) front cabinet door with a clear • SK -5280 Status Display Module (8 window, limiting access to the panel max. per system) while providing single button • 7181 Fire Zone Converter operation of the reset and silence • 5220 Direct Connect Module functions • 5824 Serial /Parallel Printer Interface • Programmable AC trouble relay Module :NTROLPANEL Model 5208 Fire Alarm Control Panel with Digital Communicator Engineering Specification The system shall contain a fire alarm control panel to supervise and operate heat and smoke detection devices, manual fire alarm devices, alarm notification devices and visual annunciators. The system shall also be capable of monitoring for sprinkler supervisory and water flow conditions. The system must have a built in UL listed fire communicator that can be enabled /disabled as needed on a per job basis. In addition, the system will sound alarms locally for purpose of evacuation. Telephone Line 1 Telephone Line 2 Direct Connect -- - _ For On -Site Programming 2 Class A (Style D) —, l or Class B (Style B)4-- — Initiation Circuits • Programmable Form C Relays i. 8 Class B (Style B) "' S F ► Notification Initiation Circuits ` • ° k Appliance Circuits •3 _ — z - ; , 5235 Remote 11 ► m ° °° < Annunciators c, [n it - - 1 SBUS Devices +----0 — 5280, 5217, & 5824 To AC E SILENT This document is not intended to be used for installation purposes. We try MADE IN AMERICA to keep our product information up-to-date and accurate. We cannot cover KIsJIGHT all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent FORM# 350318 Rev C Knight 12 Clintonville Road, Northford, CT 06472 -1610 ©2010 Honeywell International Inc. by Honeywell Phone: (800) 328 -0103, Fax: (203) 484 -7118. www.silentknight.com REN,IOTE ANNUNCIATOR SILENT SK -5235 KNIGHT Remote Annunciator a by Honeywell Program and Operate the SK -5208 FACP from a Distance with the SK -5235 Remote Annunciator. The SK -5235 remote annunciator provides remote annunciation for the SK -5208 Fire Alarm Control Panel. The SK -5235 performs all system operations. It also provides trouble and alarm information and can be used for programming. The SK -5208 can support up to six 5235 Remote Annunciators. Call Silent Knight today for more information 1- 800 - 328 -0103. Operation • • When the system is normal and FIRE ALAR ":.;,.. lJ ;C,:. TOR receiving AC power, the power LED is on and all other LEDs are «.. off. Other LEDs tum on as the a , conditions occur. Users identify themselves to the control panel by entering a code 1 2 3 on the annunciator. When a user RESET presses a button, the annunciator 4 5 6 , acK: O piezo beeps and the LCD prompts 7 8 9 ` rrrt i the user to enter a code or other 51LENCE 0 relevant information. Features SK -5235 Remote Annunciator • 2 -line 16- character LCD display • Indicates Trouble, Alarm, Supervisory, and System Status Specifications Ordering Information conditions with LEDs and LCD Operating Voltage: 24 VDC SK5235 display Current Draw: Remote Annunciator • Each SK -5235 is individually Standby: 30 mA supervised by the SK -5208 Alarm: 50 mA FACP Dimensions: Compatible Products • Up to 6 per SK -5208 FACP Width: 7 - 3/16" SK5208 Operation and appearance (18.26 cm) • O p pp Height: 5 ., Fire Alarm Control Panel comparable to the control (12.7 cm ) panel's on -board annunciator Depth: 1 • Can be wired up to 1500 ft from (2.86 cm) FACP Operating Temp: 32° to 120° F • OPR operator's key ships with (0° to 49° C) SK -5235, this key can be used Maximum Wiring to perform user operations, but Distance: 1500ft will not open the control panel door Approvals • MEA 429 -92 -E • CSFM 7165 - 0559:137 • UL Listed ICIATOR SK-5235 Remote Annunciator Engineering Specifications The contractor shall furnish and install where indicated on the plans, the Model SK -5235 Remote Annunciator. Module shall be of a LCD type with a 2X16 display. Module shall be capable of remote programming as well as providing alarm, trouble information along with resetting of alarms and silencing of trouble and alarm conditions. Module ID shall be programmed with a 4 position DIP. The control shall be capable of supporting up to 6 supervised SK -5235. Module shall be designed to mount on a dual gang electrical box with 18 gauge to 14 gauge wire. t �-1 4 4 1, gli O Ai g 1, i % - r. - I dat Si O SILENT This document is not intended to be used for installation purposes. We try to MADE IN AMERICA Np KNIGHT keep our product information up -to -date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are FORM# 350321 Rev C by Honeywell subject to change without notice. For more information, contact Silent Knight © 2010 Honeywell International Inc. 12 Clintonville Road, Northford, CT 06472 -1610 Phone: (800) 328 -0103, Fax: (203) 484 -7118. www.silentknight.com eelock ExcederTM Series COOPER Notification ri V_ Finally, Design and Safety Meet... f FIRE /110 Ceiling Wall Description: The Wheelock® ExcederTM' Series of notification appliances feature a sleek modern design that will please building owners with reduced - Save up to 48% in current draw* total cost of ownership. Installers will benefit from its comprehensive feature list, including the most candela options in one appliance, low current draw, no tools needed for setting changes, voltage test - Up to 9 models now in 1 appliance points, 12/24 VDC operation, universal mounting base and multiple mounting options for both new and retrofit construction. up 1 A e/O - Save u to ` cost of installation The Wheelock® ExcederTM' Series incorporates high reliability and high efficiency optics to minimize current draw allowing for a greater number of appliances on the notification appliance circuit. All strobe Sleek Modern Aesthetics models feature an industry first of 8 candela settings on a single appliance. Models with an audible feature 3 sound settings (90, 95, 99 dB). All switches to change settings, can be set without the use of a tool and are located behind the appliance to prevent tampering. Finger Slide Switches Wall models feature voltage test points to take readings with a tia voltage meter for troubleshooting and AHJ inspection. The Wheelock® ExcederTM' Series of wall and ceiling notification Voltage Test Points appliances feature a Universal Mounting Base (UMB) designed to simplify the installation and testing of horns, strobes, and combination horn strobes. The separate universal mounting 1 Multiple Voltages base can be pre -wired to allow full testing of circuit wiring before 214 the appliance is installed and the surface is finished. It comes complete with a Contact Coverforprotection against dirt, dust, paint 3 Audible Settings and damage to the contacts. The Contact Cover also acts as a 90, 95, 99 dB shunting device to allow pre -wire testing for common wiring issues. The Contact Cover is polarized to prevent it from being installed incorrectly and prevents the appliance from being installed while 8 Candela Settings'" it is on the UMB. When the Contact Cover is removed the circuit Wall - 15/1575/30/75/95 /110/135/185 will show an open until the appliance is installed. The UMB allows Ceiling - 15/30/60/75/95/115 /150/177 for consistent installation and easy replacement of appliances if *, , required. Wall models provide an optional locking screw for extra O pt Universal Mounting Base secure installation, while the ceiling models provide a captivated Ceiling and Wall Mounts to 5 Backbox Types screw to prevent the screw from falling during installation. t Environmentally Friendly Low Current Draw Compatibility and Requirements - Synchronize using the Wheelock® Sync Modules or panels with built -in Wheelock® Patented Sync Protocol - Compatible with UL "Regulated Voltage" using filtered VDC or unfiltered VRMS input voltage - Strobes produce 1 flash per second over the "Regulated Voltage" range " Compared to competitive models *** Patented " Compared to previous models .UTIONS and WARNINGS are identified by the symbol A.. AN warnings are printed in bold capital letters. .NG: PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING ING THIS PRODUCT. VISIT W W W.COOPERNOTIFICATION.COM OR CONTACT COOPER NOTIFICATION FOR THE CURRENT INSTALLATION .CTIONS. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS, CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER APPLICATION, 4LLATION AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE, AND dOUS INJURY OR DEATH TO YOU AND/OR OTHERS. General Notes: General Notes: • Strobes are designed to flash at 1 flash per second minimum over their "Regulated Voltage Range•. • M candela ratings represent minimum effective strobe intensity based on UL Standard 1971. • Series Exceder Strobe products are Listed under UL Standards 1971 and 464 for indoor use with a temperature range of 32 °F to 120°F (0°C to 49°C) and maximum humidly of 93% (± 2%) UL464 (85% UL 1971). • Series Exceder horns are under UL Standard 464 for aud!bie signal appliances (Indoor use only). Low Current Draw = Fewer Power Supplies Strobe Ratings per UL Standard 1971 U_ M ax C Jr t 24 VDC / 24 FWR 12 VDC Model Regulated Voltage 15 15/75 30 60 75 95 110 115 135 150 177 185 15 15/75 Range VDC ST 8.0 -33.0 0.057 0.070 0.085 0.135 0.163 0.182 0205 0253 0.110 0.140 STC 8.0 -33.0 0.061 0.085 0.103 0.135 0.163 0.182 0205 0253 0.110 Horn Strobe Ratings per UL 1971 & UL 464 at 24 VDC U� Max Curr r t at 99 d �A 24 VDC 12 VDC Model Regulated Voltage 15 15/75 30 60 75 95 110 115 135 150 177 185 15 15/75 Range VDC HS 8.0 -33.0 0.082 0.095 0.102 0.148 0.176 0.197 0242 0282 0.125 0.159 HSC 8.0 -33.0 0.082 0.102 0.141 0.148 0.176 0.197 0.242 0.282 0.125 UL Max Cjrrnt at 95 dBA 24 VDC 12 VDC Model Regulated Voltage 15 15/75 30 60 75 95 110 115 135 150 177 185 15 15/75 Range VDC HS 8.0 -33.0 0.073 0.083 0.087 0.139 0.163 0.186 0230 0272 0.122 0.153 HSC 8.0 -33.0 0.073 0.087 0.128 0.139 0.163 0.186 0.230 0.272 0.122 UL f. lax Current` at 90 dBA 24 VDC 12 VDC Model Regulated Voltage 15 15/75 30 60 75 95 110 115 135 150 177 185 15 15/75 Range VDC HS 8.0 -33.0 0.065 0.075 0.084 0.136 0.157 0.184 0.226 0.267 0.120 0.148 HSC 8.0 -33.0 0.065 0.084 0.120 0.136 0.157 0.184 0226 0.267 0.120 Horn Ratings per UL 464 A Model Regulated Voltage 99 dB 95 dB 90 dB ; 4C144."- Range VDC r. HN 16 -33.0 0.064 0.044 0.022 * HNC 16 -33.0 0.084 0.044 0.022 HN 8.0 -17.5 0.047 0.026 0.017 HNC 8.0 -17.5 0.047 0.026 0.017 , * UL max current rating is the maximum RMS current within the listed voltage range (16-33 VDC for 24 VDC units). For strobes the UL max current is usually at the minimum listed voltage (16 VDC for 24 VDC units). For audibles the max current is usually at the maximum listed voltage (33 VDC for 24 VDC units). For unfiltered ratings, see installation instructions. acts a.�;:Engineers • F & Inc. 1 a notification a + - shall be VINOL0BOKxgfJ O5S et.F A ptiictelOiiar5:56$$46ez54 l be appliances ,nd Series HN Au• rre ppliances or a roved a uals. The Series HS and ST Strobes shall be listed for UL Standard 1971 (Emergency Devices for the He- mpai L Listed under Standard 464 (Fire Protective ignaling). An Genes anon rneer ure royuuernema ur rt,t, ran rD t.raaa D. /ill mpuw snail be compatible with standard reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel (FACP) with the ability to operate from 8 to 33 VDC. Indoor wall models shall incorporate voltage test points for easy voltage inspection. The Series HS Audible Strobe and ST Strobe appliances shall produce a flash rate of one (1) flash per second over the Regulated Voltage Range and shall incorporate a Xenon flashtube enclosed in a rugged Lexan® lens. The Series shall be of low current design. Where Multi - Candela appliances are specified, the strobe intensity shall have 8 field selectable settings at 15, 15/75, 30, 75, 95, 110, 135, 185 candela for wall mount and 15, 30, 60, 75, 95, 115, 150, 177 candela for ceiling mount. The selector switch for selecting the candela shall be tamper resistant. The 15/75 candela strobe shall be specified when 15 candela UL Standard 1971 Listing with 75 candela on -axis is required (e.g. ADA compliance). Appliances with candela settings shall show the candela selection in a visible location at all times when installed. The audible shall have a minimum of three (3) field selectable settings for dBA levels and shall have a choice of continuous or temporal (Code 3) audible outputs. The Series HS Audible Strobe, ST Strobe and Series HN Audible shall incorporate a patented Universal Mounting Base that shall allow mounting to a single -gang, double -gang, 4 -inch square, 3.5 -inch octal, 4 -inch octal or 100mm European type back boxes. Two wire appliance wiring shall be capable of directly connecting to the mounting base. Continuity checking of the entire NAC circuit prior to attaching any notification appliances shall be allowed. Product shall come with Contact Cover to protect contact springs. Removal of an appliance shall result in a supervision fault condition by the Fire Alarm Control Panel (FACP). The mounting base shall be the same base among all horn, strobe, horn strobe, wall and ceiling models. All notification appliances shall be backwards compatible. The Series HS and ST wall models shall have a low profile measuring 5.24" H x 4.58" W x 2.19" D. Series HN wall shall measure 5.24" H x 4.58" W x 1.6" D. The Series HSC and STC shall been round and have a low profile with a diameter of 6.68" x 2.63" D. Series HNC ceiling shall have a diameter of 6.68" x 1.50" D. When synchronization is required, the appliance shall be compatible with Wheelock ®'s SM, DSM Sync Modules, Wheelock® Power Supplies or other manufacturer's panels with built -in Wheelock® Patented Sync Protocol. The strobes shall not drift out of synchronization at any time during operation. If the sync protocol fails to operate, the strobe shall revert to a non- synchronized flash -rate and still maintain (1) flash per second over its Regulated Voltage Range. The appliance shall also be designed so that the audible signal may be silenced while maintaining strobe activation when used with Wheelock® synchronization protocol. Wall Appliances — UL Standard 1971, UL Standard 464, California State Fire Marshal (CSFM), ULC Ceiling Appliances — UL Standard 1971, UL Standard 464, Califomia State Fire Marshal (CSFM), ULC Nom WE ENCOURAGE AND SUPPORT NICET CERTIFICATION 3 YEAR WARRANTY Exceder - Spec Sheet 11/09 NJ Location FL Location VA Location 273 Brarchoort Ave. 7565 Commerce Ct. 4401 W 'scn Eo 0o ard. S tc 220 Long Bra -c!i, NJ 07740 Sarasota, FL 34243 A i,ngtor VA 22203 P:800- 631 -2148 P:941- 487 -2300 P:577- 459 -7726 F:732- 222 -8707 F:941- 487 -2389 F 70 -6560 www.coopernotificatior . cc - . I SY - 1 S Cooper Notification is Wheelock° NIIEDC SAFEPATH° WAVER, V OU ' Notification ,Jecification & Ordering Information Strobe Sync w/ SM, Model Candela DSM or 12/24 VDC* Mounting PS -6 & PS -8 N Options x -n rr �irJk; x ,:21:1_? $ HSR 15/1575/30/75/95 /110 /135/185 X X UMB** /�, O HSW 15/1575/30/75/95 /110/135/185 X X o UMB** � - 0 HSRC 15/30/60/75/95/115 /150/177 X X UMB** W HSWC 15/30/60/75/95/115 /150/177 X X 05 UMB** O t V ,S' pi E cp .5 15/1575/30/75/95 /110/135/185 X X o UMB** ga y ri "0 15/1575/30 /75/95/110/135/185 X X in UMB ** ri E STRC '- 15/30/60 /75/95/115/150/177 X X a UMB** C STWC p 15/30/60 /75/95/115/150/177 X X v UMB** H r 0 6 i CO L p T 's , ' (13 UMB ** ++ N di UMB ** 0 HNRC U '•„ ` X X L UMB ** W a) HNWC CO :. ,* 4 t xa'� ' ° '`'+ ', ,4 X X UMB ** *12 VDC models feature 15 & 15/75 settings * *UMB = Universal Mounting Base Model u HN = Hom mid '�' ��.. ST = Strobe y ; , *► •• HS = Horn Strobe f° *- N., C = Ceiling Mount , W =White R = Red / / ( f ` Example 1: STRC = Strobe, Red, Ceiling Mount } Example 2: HSR = Horn Strobe, Red, Wall Mount Example 3: HSW = Hom Strobe, White, Wall Mount , Example. , ter mple: HSWC Ippplir , f 4 , , ,t * .i. 1 . ti I N \'''' i 1 , ■ o 0 .„ 4 ® *UMB Contact Cover Voltage test points for quick 8 candela settings Common base for wall and ceiling with 5 troubleshooting and easy spot mounting options checking (wall models only) NOTE: Due to continuous development of our products, specifications and offerings are subject to change without notice in accordance with Cooper Wheelock Inc., dba Cooper Notification standard terms and conditions. nal Detection Page 1 of 1 SlSTE SEARCH IN Search AU SENSOR FOR I GO Horne Conventional AudibleNisible HVAC Systems Sprinkler Systems Intelligent Detection Notification Monitoring Monitoring Detection About Our Company _ New Products Conventional Detection Product Line C01224T Carbon Monoxide Series • 300 Series • 40Q Series • Meat Detectors • Beam Detectors Detector InrrovakFbx 2 - Wire Como • Multi Voltage Relays • Bases • Accessories • Carbon Monoxide Duct Smoke Detector Advaeced MuW4Ylteria Fire Detector SpectrAlM Advance Conventional Detection Audible Visible ttotalcatlort Sertes: F Product Into Library Type: Plus -In Smoke 01145 222I Tole Model: 2W -B Online Description: The 2W -B Is a 2 -wire, photoelectric 13 smoke detector. • ,. Tra.bq LiteSatety FJr Data Sheet Currant Issue ( 1 p .r.d InstagaMgaLretructions Archive 1 Braden Pram Room fAQDs818109 Contact us Fnoineering 50808 Privacy Statement ® 1i 2-Wtre CamoaygSvManuradsers and M^t6 Twe �7P Printer Frigng(y ��ryk 41). roars 4 ved Specifications: 2W -B Detection: Photoelectric Wiring: 2 -wire Operating Voltage: 12/24 V non - polarized nominal, 8.5 min. to 35 max. Maximum Ripple Voltage: 30% of nominal (peak to peak) Alarm Current: 130mA max., limited by panel Standby Current: 50 pA max. avg., 100 pA peak Temperature Range: 32° to 120 °F on to 49 °C) Humidity Range: 0% to 95% RH, noncondensing Sensitivity: 2.5 % /ft. nominal Wiring Gauge: 14 -22 AWG Dimensions: 2.0" (5imm) H x 5.3" (127mm) Dia. Weight: 6.3 oz. (178 g) http:// www. systemsensor .com/html/cd.html ?UniquelD =1 5/27/2010 1 i ! I 4 ) a 4 t r ilm": 1 , 1 4 e 1 . i I ,, 1 .: 4 4 ; , 1 L # i • 1 i Y1 i '10 ci 3c1 01110.111U8 _____FlafOMIMI i ______ oo 1 it-' jq _....... m. ..—.........grai rTimoir), e•A Carq333A 0 3Ttia'a3A 1 0 IOt InB : Ai : ' 9s rift eonsiqmoolleal .' ..911 potubni einselli 1 H1 q3EDI 1 1 111"1.4 LP. ri ONIPI/4 rorwagw- t" 104111•10110000P4 tqco/Fire & Building PE/K TIN Products PERFORMANCE ATTIC PROTECTION SPRINKLER SYSTEM Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Models BB, SD, HIP, and AP "Specific Application Sprinklers for Protecting Attics" �± 13, Table 8.6.2.2.1(a) and Section General 8.6.4.1.4. .'' Description The Specific Application Attic Sprin- klers are the first sprinklers to be: _: The Tyco ® Peak To Performance Mod - • Listed for extended coverage in 1 I" els BBTM (Back to Back), SD TM (Single combustible construction. ;, iit Directional), HIPT"' and APTM (Attic Plus) "Specific Application Sprinklers • Full -scale fire tested in both wet and for Protecting Attics" are fire sprinklers dry system scenarios. for combustible and non- combusti .Full-scale fire tested, for use in wood sloped attic spaces. The Model BB, truss construction. SD, and HIP are Specific Application Attic Sprinklers, whereas the Model • Listed for specific roof slopes (Refer AP is a Specific Application Combusti- to Table A). r-.., ble Concealed Space Sprinkler having The Specific Application Attic Sprin- specific application criteria for its use with the Model BB, SD, and HIP in attic klers provide the best level of protec- , P , ' tion and control cost by eliminating the spaces. Specific Application Attic Sprinklers provide superior fire protec need for additional sprinklers and t ° tion in attic spaces and when com- branchline piping. In many cases, an pared to Standard Spray Sprinklers attic can be entirely protected with just cost savings are achieved by at- one line of piping located below the peak of the roof using Model BB (Back ing branchline materials and the assn- to Back) ciated installation labor. "The Specific for Mod I SD (Single Sprinkl there i ona or s a need Application Sprinklers for Protecting either of these sprin kler e Sprinklers, one one Model Attics" have undergone the most ex- Ml HIP Sprprinkkler er o line types is s u s u- tensive fire testing ever performed for ally sufficient at each area being cov- ; sloped attic spaces. They are UL rqi Listed with their specific application ered. For example and assuming the -1.: guidelines for use as special sprinklers use of Standard Spray Sprinklers, a system in a 60 foot (18,3 m) wide attic, with up to a 12:12 roof pitch, designed , µ as defined or the NFPA. The Specific Application Attic Sprin- to the 2007 edition of NFPA 13, would kiers provide an extended coverage require seven branchlines to cover the spacing alternative to the restricted main portion of the attic and several spacing of Standard Spray Sprinklers. additional branchlines to cover the hip The restricted spacings of Standard areas. With the Specific Application Spray Sprinklers used within attics is Attic Sprinklers, the required coverage z described in the 2007 edition of NFPA can be obtained with just one branch- . line below the peak and one down IMPORTANT each slope of the hip beam. This would 4 _ Always refer to Technical Data result in approximately 90% less pipe Sheet TFP700 for the `INSTALLER needed for installation. This reduction WARNING" that provides cautions i n the number of branchlines saves the it with res ect to handlin and instal- cost of the pipe, fittings, hangers, and lation of sprinkler systems and com associated labor by eliminating up to —..--) ponents. Improper hand /ing and in- five branchlines. stallation can permanently damage Another important aspect of the Spe- .- a sprinkler system or its compo- cific Application Attic Sprinkler tech - nents and cause the sprinkler to fail nology is the reduction in system vol- "' to operate in a fire situation or cause ume. This volume reduction may result it to operate prematurely. in reducing the size of a dry pipe valve (and air compressor) and possibly al- Page 1 of 28 MAY, 2008 TFP61O TFP61O Page 3 of 28 Components: Components 1 - Frame 4 - Bulb 1- Frame 5 - Compression 2 - Button 5 - Compression 2 - Sealing Screw 3 - Sealing Screw Assembly 6 - Deflector Assembly 6 - Deflector 3 - Button 7 - Ejection 4 - Bulb Spring 2 -1/8" 2" (54,0 mm) (50,8 mm) _ 1- 11 /16' 1 J 1 -1/16" 1 -114" (42,9 mm) (27,0 mm) 8 (31.8 mm) 6 :�I �� ��i /^ 5 ■ �G SPRINKLER I'i�\ FRAME 4 ARMS FLOW J1 4 k 5 FRAME Pill 3 7 2 1�" C.71 i I_ i (57,2 mm) li g � ARMS ♦) � t i'i� 11 t 2 -1/ 8' UN. . i WRENCH �li THREAD (54,0 mm) 2 FLATS REL(EF ! 3 J 1 1/2" NPT J 2 7/16" 1/2' NPT 7/16" (11,1 mm) (11,1 mm) NOMINAL MAKE -IN NOMINAL WRENCH MAKE -IN FLATS CROSS FRONT CROSS SIDE SECTION ELEVATION SECTION ELEVATION FIGURE E FIGURE F MODEL HIP MODEL AP WITH 5.6 K- FACTOR WITH 4.2 or 5.6 K FACTOR SPECIFIC APPLICATION ATTIC SPECIFIC APPLICATION COMBUSTIBLE SPRINKLERS CONCEALED SPACE SPRINKLERS low for quicker water delivery times, narrow spacing along the ridge serves upright orientation may require the use eliminating the need for an accelera- two purposes. The response time is of a swing joint if the SD Sprinklers are tor. reduced by placing the sprinklers no being supplied from a line running The other cost reduction is the Listing farther than 6 feet (1,8 m) apart, and along and parallel to the roof hip.) of BlazeMaster* CPVC for use in attic the spray can be concentrated in the Three different models (i.e., SDI, spaces to supply the wet system "Spe throw direction to obtain a pattern that SD2 & SD3) are available for different cific Application Sprinklers for Protect- well cover up to 30 feet (9,1m) in each roof slopes. ing Attics ", as well as the wet system direction when measured horizontally. HIP Sprinkler sprinklers below the ceiling. Tradition- There are three different models (i.e., The Tyco® Model HIPTM Specific Ap- all BlazeMaster CPVC has been used 661, BB2 & BB3) that account for dif- y ferent roof slopes, and each model is Plication Attic Sprinkler (Figure E) cov- on the lower floors in the joist space available in one of three different on ers the area of the hip in the attic. This above a ceiling that does not require fice sizes (K =4.2, 5.6, or 8.0). is a slightly different concept than the sprinklers. The savings of using CPVC BB (Back to Back) or SD (Single Direc- on those floors can now be translated SD Sprinkler (Single Directional) tional). The HIP Sprinkler is located to the upper floor even if sprinklers are The Tyco® Model SD"' Specific Appli- along the slope running down the hip, required in the attic. cation Attic Sprinkler (Figure D), like and throws a 90° pattern toward the There are four (4) models of the "Spe the Model BB, throws a narrow but outside eaves. This pattern allows the cific Application Sprinklers for Protect- long pattern. However, unlike the water to "corner" and control the fire. ing Attics — Kim' (Back to Back Dual Model BB the Model SD only dis- The HIP Sprinkler does not discharge Directional), SOT"' (Single Direc charges in one direction. These sprin- much water directly up or down the hip, tional), HIPT"", and APT"' (Attic Plus). klers are primarily used where shear but rather it discharges most of the The BB and SD Sprinklers have three walls or draft curtains have been in- pattern out to each side (90°) down the separate versions that are used for stalled within an attic space. Another slope of the roof. This sprinkler is typi- different roof pitches. The pitches, as use is when the framing direction is catty spaced 6 feet (1,8 m) to 3 feet applicable, can vary from a minimum parallel with the outside wall in the hip (0,9 m) on center down the slope. To of 3:12 to a maximum of 12:12 (Ref. area (Ref. Figure 13). In this case, the use the HIP Sprinkler, the framing Table A). SD would be used on one side of the must be perpendicular to the outside slope, and AP Sprinklers or Standard wall (Ref. Figure 12) and the maximum BB Sprinkler (Back to Back Spray Sprinklers would be used to pro- throw cannot exceed 28 feet (8,5 m) Dual Directional) tect the other side. The Model SD measured horizontally. The HIP, un- The Tyco® Model BB TM Specific Appli- Sprinklers must be installed in a verti- like the BB and SD, is installed with the cation Attic Sprinkler (Figure A, B & C) cal upright orientation and not angled deflector parallel with the slope. A sin - throws a narrow but long pattern. The with the slope. (Achieving the vertical gle model is available with flow and `registered trademark of Lubrizol Advanced Materials, Inc. Page 4 of 28 TFP61O pressure requirements for two differ ent spacings. Technical Operation AP Sprinkler (Attic Plus) Data BB (K =8.0 & 4.2), HIP (K =5.6) Installed in the upright orientation with & AP (5.6 & 4.2) their deflector parallel to the roof, the Approvals The glass bulb contains a fluid that Tyco® Model APT"' Sprinklers (Figure UL & C -UL Listed. expands when exposed to heat. When F) are intended to be used to provide (The approvals only apply to the serv- the rated temperature is reached, the protection of attic areas outside the ice conditions indicated in the Design fluid expands sufficiently to shatter the scope of application for the BB, SD, or Criteria section on Page 6 and the glass bulb, allowing the sprinkler to HIP Sprinklers. When used, the AP Design Guidelines section on Page 8.) activate and water to flow. Sprinklers in most cases will provide a hydraulic advantage over Standard Pipe Thread Connection BB (K =5.6) & SD (K =5.6) Spray Sprinklers for the protection of 1/2 inch NPT for K =4.2 & 5.6 The fusible link assembly is comprised attic areas outside the scope of appli- 3/4 inch NPT for K =8.0 of two Zink halves which are joined by cation for the BB, SD, or HiP Sprin- Discharge Coefficient a thin layer of solder. When the rated klers (Ref. Figures 21 and 22 for exam- K = 4.2 GPM /psi (60,5 LPM /bar112) temperature is reached, the solder pies). K = 5.6 GPM /psi (80,6 LPM /bar112) melts and the two link halves separate, K = 8.0 GPM /psiv (115,5 LPM /bar1/2) allowing the sprinkler to activate and WARNING water to flow. The `Specific Application Sprinklers Temperature Rating for Protecting Attics" described herein Intermediate Temperature as follows: must be installed and maintained in - 200 °F /93 °C for BB (K4.2 & K8.0), compliance with this document, as HIP, AP well as with the applicable standards - 212 °F /100 °C for BB (K5.6), SD of the National Fire Protection Asso- ciation, in addition to the standards of Finish any other authorities having jurisdic- Natural Brass tion. Failure to do so may impair the performance of these devices. Physicai Characteristics The owner is responsible for maintain- (Figures A, C & E) ing their fire protection system and de- Frame Bronze vices in proper operating condition. Button Bronze /Copper The installing contractor or manufac- Sealing Assembly turer should be contacted with any Beryllium Nickel w/Teflont questions. Bulb Glass (3 rnm dia.) Link Monel Compression Screw Brass Deflector Brass /Bronze Sprinkler t DuPont Registered Trademark Identification Physical Characteristics (Figures B & D) Number Body Brass Cap Bronze TY4180* - BB1, K =8.0 Sealing Assembly TY4181* - BB2, K =8.0 Beryllium Nickel w /Teflont TY4182* - BB3, K =8.0 Saddle Brass TY3180* - BB1, K =5.6 Link Assembly Nickel TY3181* - BB2, K =5.6 Compression Screw Brass TY3182* - BB3, K =5.6 Deflector Brass /Bronze TY2180 - BB1, K =4.2 Lever Bronze TY2181 - BB2, K =4.2 Deflector Frame Bronze TY2182 - BB3, K =4.2 Diffuser Brass TY3183* - SDI, K =5.6 Rivet Brass TY3184* - SD2, K =5.6 t DuPont Registered Trademark TY3185* - SD3, K =5.6 TY3187* - HIP, K =5.6 physical Characteristics (Figure F) TY3190 - AP, K =5.6 Frame Brass TY2190 - AP, K =4.2 Button Bronze *The "TY" prefix is a redesignation of Sealing Assembly the previous "C" prefix (e.g., TY4180 is Stainless Steel w/Teflont a redesignation for C4180). Bulb Glass (3 mm dia.) Compression Screw Brass Deflector Bronze t DuPont Registered Trademark Patents U.S.A. 5,669,449; patent pending TFP61O Page 5 of 28 Installation ■ MUM I WRENCH The Tyco® Peak T"" Performance Mod- - FLATS �t;r. els BB T" SD T", HIPTM, and APTM ,` "Specific Application Attic Sprinklers - 41 for Protecting Attics" must be installed ENGAGE SPRINKLER in accordance with the following in- THREAD RELIEF structions: J WITH WRENCH NOTES DO NOT O JAW FLANGES Do not install any bulb type sprinkler if WRENCH the bulb is cracked or there is a loss of FIGURE G USE END JAW FLANGE liquid from the bulb. With the sprinkler DO NOT GRASP DEFLECTOR MARKED 0+, held horizontally, a small air bubble , should be present. The diameter of the "A" ONLY �-- air bubble is approximately 1/16 inch FIGURE K (1,6 mm). Ar®� WRENCH 1 9-1�.� W -TYPE 20 SPRINKLER A 1/2 inch NPT sprinkler joint should i�'I FLATS WRENCH be obtained with a minimum to maxi i>t� " For use with HIP (K =5.6) mum torque range of 7 to 14 ft.lbs. (9,5 Sprinklers to 19,0 Nm). A 3/4 inch NPT sprinkler ENGAGE joint should be obtained with a mini- SPRINKLER ,'1111$•-• II =r , mum to maximum torque range of 10 \ THREAD RELIEF to 20 ft.lbs. (13,4 to 26,8 Nm). Higher J WITH WRENCH WRENCH � _ - levels of torque may distort the sprin- JAW FLANGES HEX 1 ■1 ■1 kler inlet with consequent leakage or - �` =r impairment of the sprinkler. WRENCH SI USE END JAW FLANGE APPLY Step 1. Sprinklers must be oriented MARKED ..�, WRENCH TO correctly: "A" ONLY �. WRENCH HEX ONLY • Model BB Sprinklers are to be in- FIGURE H G. stalled in the upright vertical position ADJUST with the flow arrows on the deflector W-TYPE 3 SPRINKLER � WRENCH JAW pointing down the two opposing WRENCH TO FIT WRENCH slopes. For use with BB (K =8 HEX Sprinklers �.; • Model SD Sprinklers are to be in- �✓ stalled in the upright vertical position with the flow direction arrow on the FIGURE L deflector pointing down the slope. I /� ', • 1I0 • ADJUSTABLE WRENCH 10I01 f I For use with BB (K =5.6) & • The Model HIP Sprinklers are to be WRENCH �.1 i� SD (K =5.6) Sprinklers installed with the deflector at the top ' FLATS `- -__ and with the sprinkler centerline per- pendicular to the ridge of the hip roof ENGAGE 1 1 . and with the flow direction arrows on SPRINKLER if the deflector pointing down the two THREAD RELIEF ��I� opposing slopes. (Unlike the Model J WITH WRENCH WRENCH BB and Model SD, the Model HIP is JAW FLANGES _ FLATS �I !i. installed at an angle so that its de- flector is parallel with the slope of hip WRENCH ridge line.) USE END JAW FLANGE ENGAGE SPRINKLER • The Model AP Sprinklers are to be MARKED J THREAD RELIEF installed in the upright position with "A "ONLY WITH WRENCH the deflector parallel to the roof FIGURE J JAW FLANGES slope. W -TYPE 6 SPRINKLER WRENCH Step 2. With pipe thread sealant ap- WRENCH USE END JAW FLANGE plied to the pipe threads, hand tighten For use with BB (K =4.2) MARKED .►, the sprinkler into the sprinkler fitting. Sprinklers "A" ONLY `- With reference to Figure G, do not grasp the sprinkler by the deflector. FIGURE M Step 3. Wrench tighten the sprinkler W- -TYPE 6 SPRINKLER WRENCH using only the wrenches shown in Fig- For use with AP (K=4.2 & 5.6) ures H thru M. Wrenches are only to be applied to the sprinkler wrench flats Sprinklers or wrench hex, as applicable. Page 6 of 28 TFP61O As measured along the peak/ridge di- NOTES Design rection (Ref. Figure 4), 7 feet (2,1 m) Where the use of non - combustible in- Criteria from AP to Standard Spray Sprinklers. sulation is specified, verify with the In the slope direction (Ref. Figure 6) insulation manufacturer as to the non - 26 feet (7,9 m) from BB, SD, or HIP combustibility of the insulation. The Area Of Use: non - combustible insulation (e.g., fi- Sprinklers to AP Sprinklers or Stand - Roof structures, combustible and non- berglass) may be faced or unfaced. combustible, including wood joist/raf and Spray Sprinklers. Where faced, the facing need not be ters and wood trussed attics, with a BB, SD, or HIP Deflector Installation non - combustible. The insulation is to ceiling below. Position Below Peak /Ridge or Deck: have a flame spread index of not more System Type for For roof pitches of 4:12 (33 %) to 12:12 than 25. BB, SD, HIP, or AP: (100 %), 22 inches (558 mm) maxi- Verify chemical compatibility of the in - Wet using CPVC pipe. mum, 16 inches (406,4 mm) minimum sulation with BlazeMaster CPVC by (Ref. Figures 2 and 5). Wet or dry using steel pipe. consulting www.lubrizol.com. For roof pitches of 3:12 (25 %) up to • TFBP BlazeMaster CPVC may be NOTE 4:12 (33%) [only 4.2K Model BB], 12 used to supply the wet system cell - Use of the 4.2 K sprinklers in dry pipe inches (304,8 mm) maximum below ing sprinklers on the floor below. systems is permitted by section the peak and a minimum of 1 inch 8.3.4.3 of NFPA 13 (2007 edition) (25,4 mm) below the bottom of top There must be 6 inches (152,4 mm) where piping is corrosion resistant or chord or solid wood rafter. of non - combustible insulation cover - internally galvanized. ing the pipe extending 12 inches AP Deflector Position and Roof (304,8 mm) on each side away from Hazard: Pitch: the centerline of the pipe, and the Light hazard. 1 to 3 inches (25,4 to 75,6 mm) below area above the CPVC must be pro- BB, SD, or HIP Allowable Roof Span the bottom of the top chord or bottom tected by Model BB, SD, HIP, or AP (Coverage) and Roof Pitch: of solid wood rafter, where the roof Sprinklers (Ref. Figure 9A). If the Refer to Table A for allowable roof pitch is 3:12 to 12:12 and the top chord pipe is located inside the ceiling spans and roof pitches, as well as for or solid wood rafter is nominal 12 inch joist, the joist channel must be cov- the associated minimum sprinkler (600 mm) or less. ered or filled with 6 inches (152,4 flows and pressures. Figures 1, 2, 11, BB or SD Deflector Installation Po- mm) of non - combustible insulation and 12 illustrate where the roof span is sition Above Scissor Truss on top of the pipe and the area to be measured. 18 inches (457,2 mm) minimum (Ref. above must be protected by BB, SD, Figure 5). HIP, or AP Sprinklers (Ref. Figure Coverage Beyond BB, SD or HIP 9B). Insulation is for fire protec- Allowable Roof Spans: BB, SD, or HIP Minimum Distance tion purposes. It is not freeze pro - Up to 10 feet (3,1 m) of coverage at the Away From Trusses: tection. BlazeMaster CPVC must eave(s)' beyond the allowable roof Attic Sprinklers must be installed 6 be installed in accordance with the spans for BB, SD, or HIP Sprinklers inches (152,4 mm) from the face of BlazeMaster installation guide in- may be obtained by using a single row trusses (Ref. Figure 7). structions. of AP Sprinklers (Ref. Figures 14A, SD Distance From Shear Wall Or • With reference to Figure 19, TFBP 14B, and 15). Draft Curtain: BlazeMaster CPVC maybe used ex- BB, SD, HIP, or AP Minimum Dis- 4 to 6 inches (101,6 to 152,4 mm) from posed to supply wet system BB, SD, tance Between Sprinklers: face, and minimum 8 inches (203,2 or HIP Sprinklers where 4 feet (1,2 m) as measured along mm) above bottom of draft curtain * Risers are vertical and protected branchline for BB and SD (Ref. Figure (Ref. Figure 2). 3) by a BB, SD, or HIP Sprinkler lo- Draft Curtains: cated at a maximum lateral dis- 3 feet (0,9 m) as measured along Draft curtains installed to permit the tance of 12 inches (300 mm) from branch line for HIP (Ref. Figure 12). installation of Attic Sprinklers shall be the riser centerline. 7 feet (2,1 m) between AP Sprinklers. constructed so as to not allow heat to * BB, SD, or HIP Sprinklers are di- escape through or above the draft cur- BB, SD, HIP, or AP Maximum Dis- tain. The draft curtain may be con- rectly mounted on the branchline. tance Between Sprinklers: structed of 1/2 inch (12,7 mm) ply- * BB, SD, or HIP Sprinklers are on 6 feet (1,8 m) on center along the wood. armovers and located at a maxi - branch line (Ref. Figure 3 and 12) for BB Or HIP Maximum Distance From mum lateral distance of 6 inches BB, SD, and HIP. The Center Line Of The Ridge: (150 mm) from the branchline For AP, the maximum spacing is 10 6 inches (152,4 mm) (Ref. Figure 8) centerline. feet (3,1 m) perpendicular to slope and with the deflector located 16 inches * BB, SD, or HIP Sprinklers are on 12 feet (3,6 m) parallel to slope. When (406,4 mm) to 22 inches (558,8 mm) vertical sprigs attached to the there is more than one row of AP from the peak. branchline. Sprinklers, the sprinklers must be Use Of UL Listed BlazeMaster CPVC staggered per Figure 20 -B -3. piping With "Specific Application * BB, SD, or HIP Sprinklers are on BB, SD, HIP, or AP Minimum Dis- Sprinklers For Protecting Attics" cated s- at a angled sprigs, and c tance To AP Sprinklers or Standard (Wet Systems Only): tance ce at a 6 inches (150 maximum lateral di Spray Sprinklers: TFPB BlazeMaster CPVC piping may t t e. branchline from the brann As measured along the peak/ridge di- be used in a combustible concealed chline centerline. rection (Ref. Figure 4), 6 feet (1,8 m) attic space requiring sprinklers when * A minimum lateral distance of 18 from BB, SD, and HIP to Standard installed in accordance with the follow- inches (450 mm) is maintained Spray Sprinklers. ing guidelines: between the CPVC pipe and a TFP61O Page 7 of 28 DRY PIPE SYSTEM ALLOWABLE MINIMUM MINIMUM PITCH, MAXIMUM MODEL K SIN ROOF SPAN, 0)(00) FLOW, PRESSURE, WATER Feet (m) GPM (Ipm) PSI (bar) Rise Over Run ( %) DELIVERY TIME, Seconds BB1 8.0 TY4180 560 (18,3) 38 (144) 22.6 (1,5) 4:12 (33) to less than 7:12 (58) (c) BB2 8.0 TY4181 560 (18,3) 38 (144) 22.6 (1,5) 7:12 (58) to less than 10:12 (83) (c) BB3 8.0 TY4182 5 _60 (18,3) 40 (152) 25.0 (1,7) 10:12 (83) to 12 :12 (100) (c) BB1 5.6 TY3180 >40 (12,2) to 560 (18,3) 38 (144) 46.0 (3,2) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 >40 (12,2) to 5 (18,3) 38 (144) 46.0 (3,2) 7:12 (58) to less than 10:12 (83) (c) BB3 5.6 TY3182 >40 (12,2) to 560 (18,3) 38 (144) 46.0 (3,2) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 540 (12,2) 25 (95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 S40 (12,2) 25 (95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) BB3 5.6 TY3182 540 (12,2) 25 (95) 20.0 (1,4) 10 :12 (83) to 12:12 (100) (c) 8131 4.2 TY2180 520 (6,1) 13 (49) 9.6 (0,7) 3:12 (25) to less than 7 :12 (58) 45 (d) BB2 4.2 TY2181 520 (6,1) 13 (49) 9.6 (0,7) 7:12 (58) to less than 10:12 (83) 45 (d) BB3 4.2 TY2182 520 (6,1) 13 (49) 9.6 (0,7) 10:12 (83) to 12:12 (100) 45 (d) SD1 5.6 TY3183 >30 (9,1) to 540 (12,2) 35 (132) 39.0 (2,7) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 >30 (9,1) to 540 (12,2) 35 (132) 39.0 (2,7) 7:12 (58) to less than 10:12(83) (c) SD3 5.6 TY3185 >30 (9,1) to 540 (12,2) 35 (132) 39.0 (2,7) 10:12 (83) to 12:12 (100) (c) SD1 5.6 TY3183 >10 (3,0) to 530 (9,1) 25 (95) 20.0 (1,4) 4 :12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 >10 (3,0) to 530 (9,1) 25(95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 >10 (3,0) to 530 (9,1) 25 (95) 20.0 (1,4) 10:12 (83) to 12:12 (100) (c) SD1 5.6 TY3183 510 (3,0) 19 (72) 11.5 (0,8) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 510 (3,0) 19 (72) 11.5 (0,8) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 510 (3,0) 72) , 11.54Q8) 10:12 (83) to 12:12 (100) (c) HIP 5.6 TY3187 >20 (6,1) to 528 (8,5) r 36.9 (2, 1) .4:12 (33) to 12:12 (100) (c) HIP 5.6 TY3187 520 (6,1) 25 (95) 4:12 (33) to 12:12 (100) (c) AP 5.6 TY3190 10 (3,1) x 12 (3,6) Minimum 7 psi (0,48 bar) 3:12 (25) to 12:12 (100) 60 (d) gpm AP 4.2 TY2190 - See note (e) - (4,1 mm/min.) Design Minimum 0.10 Design /sq. ft. Density 3:12 (25) to 12:12 (100) 60 (d) NOTES: (a) The BB and SD roof span is measured horizontally (not along the slope) as shown in Figure 1 and 2. (b) The HIP roof span is measured horizontally as shown in Figure 12. (c) Refer to 2007 edition of NFPA 13, Section 7.2.3. (d) Maximum water delivery time for all size of systems. (e) The AP roof span is measured along the slope. Maximum 10 feet (3,1 m) perpendicular to slope by maximum 12 feet (3,6 m) parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR "SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS" heat producing device such as within 12 inches (0,3 m) of the AP * A minimum 6 inches (152,4 mm) heat pumps, fan motors, lights, Sprinkler, and pipe hangers are deep of non - combustible insula- and heat lamps. provided using the CPVC hanger tion extending 12 inches (304,8 • TFBP BlazeMaster CPVC may be support for horizontal pipe runs. mm) on each side away from the used exposed to provide wet sys- * Vertical sprigs have a maximum e ing ne of the CPVC (Ref. F F ne f eedin7 tem, vertical or angled, sprigs to AP exposed length of 10 feet (3,05 the AP sprigs (Rig - Sprinklers (Ref. Figures 17A and m), the AP Sprinkler is located at the located o o aced inside the ceiling CPVC il n co covered j e ist, 17B) where a maximum lateral distance of 12 is joist inches (300 mm) from the sprig st channel must be * The exposed portion of an angled centerline, and the sprig is sup- or filled with a minimum of 6 sprig is a maximum length of 3 feet inches (152,4 mm) deep of non- (0,9 m), the sprig is supported ported at the swing joint to the AP combustible insulation on top of Sprinkler. Page 8 of 28 TFP61O the branchline supplying the AP no case can the span exceed 60 feet K- factor, BB Sprinklers to reduce the sprigs (Ref. Figure 17B). Insula- (18,3 m) without the use of additional pressure required. If pressure is not tion is for fire protection pur- Model AP Sprinklers or Standard Spray a concern, use the 5.6 K- factor, BB poses. It is not freeze protec- Sprinklers. Sprinklers to minimize over dis- tion. Additional depth of • Coverage area for the SD (Single charge. non - combustible insulation may g ( 9 be added to reduce the exposed Directional) Sprinklers is the dis- • If less than 20 feet (6,1 m) is re- length of the AP sprigs. tance along the branchline multi- quired, use the 4.2 K- factor, Back to plied by the distance of the throw Back Dual Directional to minimize * A minimum lateral distance of 18 down the slope. Regardless of the pressure and flow requirements inches (450 mm) is maintained be- throw, the maximum distance along .Determine the distance along the tween the CPVC pipe and a heat the branchline is 6 feet (1,8 m), the slope. If the distance is not equal, producing device such as heat maximum throw, measured horizon- us use the longer side. Multiply the pumps, fan motors, lights and heat tally is 40 feet (12,2 m), and the er y lamps. maximum coverage per sprinkler is g side b two to determine the 400 ft (37,2 m2). spacing down the slope. Four hun- Mismatched Slopes: dred divided by this value will deter - For mismatched slopes refer to. Figure • Coverage area for the HIP Sprin- mine the maximum spacing along 10. klers is the distance down the larger the ridge. The maximum distance is Obstructions: slope multiplied by two, then multi- 6 feet (1,8 m). For example, a 12:12 For BB, SD, and HIP, refer to Figure plied by the distance between the slope at the maximum span of 60 16. For AP Sprinklers, refer to Figure sprinklers as measured along the feet (18,3 m) will produce a slope 18. BB, SD, HIP, and AP Sprinklers slope of the Tip. length of approximately 42.5 feet may be installed directly on maximum • Coverage area for the AP (Attic (13,0 m). That number multiplied by two produces an 85 feet (25,9 m) 2 -1/2 inch NPS (DN65) branchlines Plus) Sprinklers is the distance without the need for sprigs. See the along the branchline multiplied by ma Four hundred 85 feet t f5 2007 edition of NFPA 13, 8.8.5.2 for the distance between the branchli- m) throw m divided by s 85 feet only 4 feet t - 8 requirements when installed on pipe nes. The maximum spacing is 10 m) thches ro 4n allows the 8 greater than 2 -1/2 inch NPS (DN65). feet ( 3,1 m) perpendicular to the inches th e maximum along the ridge. Using thm. spacing, Hydraulic Requirements: slope and 12 feet (3,6 m) parallel to space the sprinklers along the ridge. For hydraulic requirements refer to slope, and as measured on the Figure 20. slope. When there is more than one • Avoid obstructions as shown in Fig - row of AP Sprinklers, the sprinklers ure 16. If necessary, add Model AP To Determine The Correct Flow And must be staggered per Figure 20 -B- Sprinklers or Standard Spray Sprin- Pressure: 3. The maximum spacing per sprin- klers to maintain coverage around For BB, SD, or HIP Sprinklers, deter- kler is 120 ft (11,1 m obstructions. mine the roof span (measured horizon- tally) and the slope of the roof, and refer to Table A. There is no interpola- For SD Sprinklers tion of the flow and pressure shown. Design (Single Directional) Round all cases to the next higher spacin For example, a 45 feet (13,7 Guidel • Determine the throw needed. m) span with the BB1 (K= 8.0)wouldbe calculated at the 60 feet (18,3 m) span. To design a project with attic sprinklers • As the 400 ft (37,2 m is not a For the AP Sprinklers, the minimum use these steps as a guideline: factor with the SD Sprinklers, the maximum spacing is 6 feet (1,8 m) design pressure is 7 psi, and the mini- and the minimum is 4 feet (1,2 m) mum design density is 0.10 gpm /ft • Determine if Model BB, SD, or HIP (Ref. Figures 2 &11). (400 ft is not (4,1 mm /min). The NFPA 13, 20 psi Sprinkler is needed. an issue with the single directional (1,4 bar) minimum operating pressure • Determine if the roof slope is be- because at its maximum spacing of for Standard Spray Sprinkler spacings tween 3:12 to 12:12. If more than 6 foot (1,8 m) on center /covering 40 parallel to the ridge that are above 8 one slope is being used on a project, feet (12,2 m) flat / a 12:12 slope / and feet (2,4 m) does not apply to the AP. select the correct sprinkler for each the discharge being 56.5 feet (17,2 Coverage Area: area. m), the 400 ft (37,2 m2) maximum would not be exceeded.) • Coverage area for BB (Back to • Follow the guidelines for each type Back) Sprinklers is determined by of sprinkler. • Avoid obstructions as shown in Fig - twice the distance of the furthest ure 16. If necessary, add Model AP throw measured along the slope, • Calculate the sprinkler system in ac- Sprinklers or Standard Spray Sprin- multiplied by the distance along the cordance with the appropriate flow klers to maintain coverage around branchline (maximum distance and pressure information provided obstructions. along branchline is 6 feet (1,8 m) in Table A, as well as Figure 20. There of the length of the ere is no interpolation of the flows throw). and pressures shown on the chart. For HIP Sprinklers • Verify framing direction is perpen- NOTE For BB Sprinklers dicular to outside wall (Ref. Figure The distance along the branchline may (Back to Back Dual Directionall 12). If not, protect that area with AP have to be reduced to less than the Sprinklers or Standard Spray Sprin- maximum of 6 feet (1,8 m) to remain •Determine the throw needed (se klers (Ref. Figure 13) under 400 11 (37,2 m maximum de- spacing requirements in Table A). If pending on the slope and the span. In over 20 feet (6,1 m) and up to 60 feet • From the intersection of the top of (18,3 m) is required, use the 8.0 the hip and the ridge, the maximum ol $S PRI 4 ' � CITY OF PRIOR LAKE BUILDING PERMIT, ate Rec'd • ,- TEMPORARY CERTIFICATE OF ZONING COMPLIANCE Jr �O y — AND UTILITY CONNECTION PERMIT rNN ..: C LE W o oo.' ^ P . R ink file PERMIT NO . Pink City I g oz 3 Yellow eaw Applicant (Please type or print and sign at bottom) ADDRESS ZONING (office use) L UDY/ Tot.rK IC Lit LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID O (Na WN me ER ) Satinet Montessori Sehool (Phone) (Address) > BUILDER /t (Company Name) 6 - orry s Rre &tri Sa (Phone) (Q / - yS4 - 1 S ay (Contact Name) Fite o * P,, EN ,s (Phone) !, la • aga - b '19 a �' (Address) PO 1?,Ctt is 303 - ally •ft StP...,O TYPE OF WORK 0 New Construction ODeck OPorch ORe- Roofing DRe- Siding OLower Level Finish 0 Fireplace DAddition DAlteration DUtility Connection CODE: I.R.C. QL.B.C. la Misc: Ftre cAoe Type of Construction: I II III IV V A B Occupancy Group: A B E F III MR S U PROJECT COST /VALUE $ i 3 , 811.00 Division: 1 2 3 4 5 (excluding land) / I hereby certify that I have furnished information on this application which is to the hest of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above - mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans: I am aware that the building official can revoke this permit for for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X CLo • ! E _ _ c. - I — Signature Contractor's License No. Date Permit Valuation ► I� Park Support Fee # $ Permit Fee $ '1l 150 SAC # $ Plan Check Fee $ i 6 .83 Water Meter Size 5/8"; 1 "; $ State Surcharge $ 00 Pressure Reducer $ Penalty $ Sewer /Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE &WA) 41243) t b $ 1 1,20 , 3. A n :,y.:. es Your Building Permit When Approved Paid 4t0,23 Z R ipt No. tO 3 � �, 4e,„„„. Date 5 2. b, [ d B ui ; g Official Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Dat Special Conditions, if any 24 hoar notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 4601.3i ut.,;! 1 obhojti ‘fannese Page 2 of 28 TFP61O Components: Components: 1 - Frame 4 - Bulb 1- Body 5 - Compression 8 - Deflector 2 - Button 5 - Compression 2 - Cap Screw 9 - Rivet 3 - Sealing Screw 3 - Sealing 6 - Lever 10 - Diffuser Assembly 6 - Deflector Assembly 7 - Deflector 11 - Link 4 - Saddle Frame Assembly 2 -1/4" _ �_ 1 -5/8" __.- (57.2 mm) (41,3 mm) ___ 1 -9116" 2 -1/4" 1 -1/8" r 6 13/16" (39.7 mm) (57,2 mm) (28,6 mm) (20,6 mm) 1 10 11 9 1 -1/8" lk FLOW ili FL OW 8 `I — \ - --v ., e�■p., r 4 J 5 ~ FRAME 1 011 7 r) I — i FLOW FLOW 1 ARMS I � P.� 6 ' ' 2.12" FRAME 2-1/8" i 111M111111 ARMS THREAD (54,0 rim) —� T RELIEF = 5 lr li 3 , 1/2" 3/4" NPT 4 � ` N s. 2 T (12,7 mm) _J 3 NOMINAL WRENCH 2 1 MAKE -IN FLATS 7/16" (11,1 mm) WRENCH CROSS FRONT NOMINAL MAKE -IN HEX SECTION ELEVATION CROSS SIDE SECTION ELEVATION FIGURE A FIGURE B MODEL BB1, BB2 8 BB3 MODEL BB1, BB2 & BB3 WITH 8.0 K- FACTOR WITH 5.6 K- FACTOR SPECIFIC APPLICATION ATTIC SPECIFIC APPLICATION ATTIC SPRINKLERS SPRINKLERS Components: Components: 1 - Frame 4 - Bulb 1- Body 5 - Compression 8 - Deflector 2 - Button 5 - Compression 2 - Cap Screw 9 - Rivet 3 - Sealing Screw 3 - Sealing 8 - Lever 10 - Link Assembly 6 - Deflector Assembly 7 - Deflector Assembly 4 - Saddle Frame 2 -1/4" 1 -5/8' (57.2 mm) (41,3 mm) t -5/16" 2 -1/8' 1 -1/8" 6 13/16' (33,3 mm) (54,0 mm) (28,6 mm) (20,6 mm) 1 1 -5/16" �� Wl;, -- I 8 (33,4 mm) '''11:11P lif-r FLOW Ill FLOW ' 4 ;' 5 FRF ME I _ ■ 3' FLO _ 1 1 1 W 2 10 i=-4111111111i&=' (76,2 mm) . —, \i �� ThTL4 FRAME RELEF 8 WRENCH HEX 7/16" i 1/2"NPT 5 ` � �� �. �4� �� (11,1 mm) �l / \ \� .��� NOMINAL WRENCH i t � MAKE-IN FLATS 4, � CROSS FRONT 3 7/16" SECTION ELEVATION 2 1 (11 1 mm) i 12" NPT NOMINAL CROSS SIDE MAKE -IN SECTION ELEVATION FIGURE C FIGURE D MODEL BB1, BB2 & BB3 MODEL SDI, SD2 & SD3 WITH 4.2 K- FACTOR WITH 5.6 K- FACTOR SPECIFIC APPLICATION ATTIC SPECIFIC APPLICATION ATTIC SPRINKLERS SPRINKLERS TFP61O Page 9 of 28 distance down the slope of the hip is placed. Also, replace any sprinkler that The foregoing warranty is made in lieu 3 feet (0,9 m). Start the layout with has a cracked bulb or that has lost of any and all other warranties. ex- the first sprinkler as close to that liquid from its bulb. (Ref. Installation press or implied. includina warranties point as possible, but no further, Section). of merchantability and fitness for 6 while staying 6 inches (152,4 mm) The owner is responsible for the in- particular purpose. away from the face of the trusses. spection, testing, and maintenance of This limited warranty sets forth the ex- Remember the slope of the hip is not their fire protection system and de- clusive remedy for claims based on equal to the slope of the roof from vices in compliance with this docu- failure of or defect in products, materi- the ridge to the outside wall. Con- ment, as well as with the applicable als or components, whether the claim tinue to space sprinklers down the standards of the National Fire Protec- is made in contract, tort, strict liability hip at a maximum of 6 feet (1,8 m) tion Association (e.g., NFPA 25), in or any other legal theory. on center as measured along the addition to the standards of any other slope of the hip. When the bottom of This warranty will apply to the full ex- the hip is reached, the last sprinkler authorities having jurisdiction. The in- tent permitted by law. The invalidity, in must be within 7 -1/2 feet (2,3 m) of stalling contractor or sprinkler manu whole or part, of any portion of this the outside wall as measured flat facturer should be contacted relative warranty will not affect the remainder. (plan view). If this pipe is "cut to fit" to any questions. the different slopes of the hip and the Automatic sprinkler systems should be Ordering roof, as well as distances measured inspected, tested, and maintained by a along the slope verses horizontal in qualified. Inspection Service in accord- Procedure plan view, must be accounted for. ance with local requirements and /or national codes. • Avoid obstructions as shown in Fig- Contact your local distributor for avail - ure 16. If necessary, add Model AP ,/ ability. Sprinklers or Standard Spray Sprin- Limited klers to maintain coverage around Sprinkler Assemblies with NPT obstructions. Warranty Thread Connections: Specify: Model (specify), K- factor Care and Products manufactured by Tyco Fire & (specify), SIN (specify), Specific Appli- Building Products (TFBP) are war - cation Attic Sprinkler, P/N (specify). Maintenance ranted solely to the original Buyer for ten (10) years against defects in mate- 6 61 (K=8.0), ® TM , rial and workmanship when paid for TY4180 PM 51 The Tyco Peak Performance Mod- BB2 (K =8.0), and properly installed and maintained els BBTM, SDI'", HIP TM' and APTM p p y TY4181 P/N 51 - 621 - - 200 "Specific Application Sprinklers for under normal use and service. This BB3 (K =8.0), Protecting Attics" must be maintained warranty will expire ten (10) years TY4182 P/N 51 - 622 - -200 from date of shipment by TFBP. No and serviced in accordance with the warranty is given for products or coin BB1 (K=5.6), following instructions: TY3180 P/N 50 601 - - 212 ponents manufactured by companies BB2 (K =5.6), NOTE not affiliated by ownership with TFBP TY3181 P/N 50 - 602 - - 212 or for products and components which BB3 (K=5.6). Before closing a fire protection system have been subject to misuse, improper TY3182 P/N 50 603 - - 212 main control valve for maintenance installation, corrosion, or which have work w on the fire protection system that BB1 (K =4.2), it ork rols, permission to shut down the not been installed, maintained, modi- TY2180 P/N 50 - 620 - - 200 r permission systems must fied or repaired in accordance with ap- BB2 (K =4.2), affected fire p y plicable Standards of the National Fire TY2181 P/N 50 be obtained from the proper authori- BB3 (K =4.2) Protection Association, and /or the ties and all personnel who may be TY2 182 , P/N 50 affected by this action must be notified. Having is any io other Authorities found Having Jurisdiction. Materials found SD1 (K =5.6), Sprinklers that are found to be leaking by TFBP to be defective shall be either TY P/N 50 - 611 - - 212 or exhibiting visible signs of corrosion repaired or replaced, at TFBP's sole . SD2 {K 5 must be replaced. option. TFBP neither assumes, nor TY3184 PIN 50 - - 212 Automatic sprinklers must never be authorizes any person to assume for it, TY3185 P/N 50 - 613 - - 212 painted, plated, coated, or otherwise any other obligation in connection with p p the sale of products or parts of prod- HIP (K =S.$), altered after leaving the factory. Modi ucts. TFBP shall not be responsible for TY3187 P/N 51 620 - - 200 fied sprinklers must be replaced. sprinkler system design errors or inac- AP (K =5.6), Over - heated solder type sprinklers curate or incomplete information sup - TY3190 P/N 50 625 - - 200 must be replaced. Bulb -type sprinklers plied by Buyer or Buyer's repre- AP (K =4.2 that have been exposed to corrosive sentatives. TY P/N 50 ) ) , products of combustion, but have not In no event shall TFBP be liable, in operated, should be replaced if they contract, tort, strict liability or under Sprinkler Wrench: cannot be completely cleaned by WO- any other legal theory, for incidental, Specify: W -Type 3 Sprinkler Wrench, ing the sprinkler with a cloth or by indirect, special or consequential dam- P/N 56 -895 -1 -001. brushing it with a soft bristle brush. ages, including but not limited to labor Care must be exercised to avoid dam- charges, regardless of whether TFBP Specify: W -Type 20 Sprinkler Wrench, age to the sprinklers - before, during, was informed about the possibility of P/N 56-000-1-106. and after installation. Sprinklers dam- such damages, and in no event shall Specify: W -Type 6 Sprinkler Wrench, aged by dropping, striking, wrench TFBP's liability exceed an amount P/N 56 -000 -6 -387. twist/slippage, or the like, must be re- equal to the sales price. Page 10 of 28 TFP61O • ROOF SPAN 6" (152,4 mm) MAX. ROOF SPAN (COVERAGE) 4" (101,6 mm) MIN. DECK " (COVERAGE) I SEE FIG. 11 ( FROM WALL AP OR STANDARD BACK TO BACK A" I SPRAY SPRINKLER STANDARD 1111111111 SPRINKLER A 0 11111 SINGLE DIRECTIONAL TRUSS - SCISSOR SPRINKLERS 12 TRUSS 4 -12 p / t AIN' SEE _ 22" (558,8 mm) MAX. FIG 11 1 / 16" (406,4 mm) MIN. BOTTOM OF SHEATHING DRAFT ` / FULL WALL TO DECK TO DECK (203.2 1 mm) FIGURE 1 FIGURE 2 6'-O" (1,83 m) MAXIMUM _ 7' -0" (2,1 m) MIN. FOR AP SPRINKLERS 4' -0" (1,22 m) MINIMUM 6'-0" (1,8 m) MINIMUM FOR -•- STANDARD SPRAY SPRINKLERS II 11 11 II \ II 1 11 11 II \ I BB OR SD ATTIC I 1 11 1 AP OR STANDARD 11 ATTIC 1 I I I 11 RIDGE 1 II 11 RIDGE 1 SPRINKLERS 11 11 I J SPRAY S PRINKLER 11 SPRINKLER 11 I A r �I II I I! \ 1 1 I 1 1 II 1 BRANCH BRANCH LINE I LINE TRUSS --I CEILING TRUSS ---1 CEILING 11 11 11 11 / 11 11 11 11 11 / it FIGURE 3 FIGURE 4 22" (558,8 mm) MAX. BB, SD, OR HIP ATTIC BB, SD OR HIP 16" (406,4 mm) MIN. SPRINKLER ATTIC -OR- STANDARD SPRINKLER FOR A ROOF PITCH _ ` TRUSS 18" MIN. 26' -0" (7,92 m) �` AP OR LESS THAN 4:12 (33%), - \ (457,2 mm) MINIMUM STANDARD 12" (304,8 mm) MAXIMUM ' BELOW PEAK AND 1" /.� SPRAY (25,4 mm) MINIMUM _ „,N*PRINKLERS BELOW BOTTOM OF ^ TOP CHORD OR • 7 RAFTER .:11- ` ` SCISSOR / TRUSS Ae Ardli FIGURE 5 FIGURE 6 6" (152,4 mm) 6" (152,4 mm) MINIMUM MAXIMUM BB OR HIP II II II II ATTIC I 11 BB, SD, OR HIP H \ �iI\ SPRINKLER I 1 SPRINKLER 11 RIDGE u 11 P A A lliliN i I 1 11 ` NE, 11 1 22" (558,8 mm) MAX. 16" (406,4 mm) MIN. BRANCH LINE BOTTOM OF SHEATHING TRUSS CEILING 11 11 11 11 / If FIGURE 7 FIGURE 8 TFP61O Page 11 of 28 12" MIN. - ` - 1-* - 12" MIN. - - { NON - COMBUSTIBLE INSULATION ATTIC ATTIC (304,8 mm) f (304,8 mm) I FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER SPRINKLER i NOT FREEZE PROTECTION PROTECTED v" OPTIONA OPTION B SPACE PROTECTED SPACE . �•�• �.� � �. � .�� �. 5 "MIN. (152.4 mm) �....♦...�..�► ',❖• NON - COMBUSTIBLE MA 8" MIN. it JOIST CEILING __ (152,4 mm) INSULATION FOR FIRE - PROTECTION OF CPVC JOIST CPVC PIPE CEILING PIPE, NOT FREEZE CPVC PIPE CEILING & FITTINGS SPRINKLER PROTECTION & FITTINGS SPRINKLER CEILING FIGURE 9A FIGURE 9B SINGLE DIRECTIONAL SPRINKLERS AS APPROPRIATE FOR RESPECTIVE SLOPE DRAFT CURTAIN 8" MIN. FIGURE 10 (SHOWN) // ` `203,2 mm) OR FULL WALL Permitted Use Of Attic Sprinklers TO ROOF DECK 4/ : . �� For Mismatched Slopes _1/A \ems/. ,„, A WHEN ANGLE "A" DOES B -_ NOT EQUAL ANGLE "B" AP AP OR STANDARD OR STANDARD SPRAY SPRINKLER SPRAY SPRINKLER COVERAGE ON COVERAGE ON SLOPE SLOPE BB, SD, OR HIP BB, SD, OR HIP ---- COVERAGE ON COVERAGE ON HORIZONTAL HORIZONTAL MAXIMUM 1" (25 mm) VENT PERMITTED TOP INSULA' TI TION ROOF JOIST moo 1 T OR TOP CHORD , �� \ CEILING NON- COMBUSTIBLE ROOF JOIST JOIST INSULATION OR TOP CHORD FIGURE 11 Coverage Starting Point At Eave Page 12 of 28 TFP61O •-- 7' -6" (2,3 m) MAX. HORIZONTAL FIGURE 12 I SEE .FIG. 11 1 1 1 1 Hip Roof Installation - I I 1 With Rafters Framed HP SPRINKLERS — — j j BACK Perpendicular To PROTECT AREA ON - - -- 1 TO BACK Outside Wall BOTH SIDES OF ----- - -- SPRINKLERS (Shown With HIP HIP RIDGE — Sprinklers Protecting RAFTERS IN HIP SLOPE __ } Hip Slope & Adjacent AREA PERPENDICULAR _ — HIP ___ ROOF Areas To Hip Siopej TO OUTSIDE WALL —SLOPE 1 • °: j SLOPE 1 -- - - - - -- I I \ SLO i OUTSIDE 1 I 1 1 RIDGE LINE MAXIMUM WALL - -- I I 1 28' -0" (8,5 m) 1 1 I 11 HORIZONTAL HIP I I I I I II _ RIDGES I 1 1 1 _ 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 SEE FIG 11 I 6' -0" (1,8 m) MAX. 3' -0" (0,9 m) 3' -0" (0,9 m) MIN. MAX. ON ON HIP SLOPE HIP SLOPE FIGURE 13A 6'-0" (1,8 m) MAX. - 6' -0" (1,8 m) MAX. Hip Roof Installation c :• t :.K.:4 1:.:.2::-:1:.:.:1:-:.:t • ::4- : :•I:• STANDARD SPRAY With Trusses Framed SPRINKLERS INSTALLED k 3 + # f 1 t• k k 3 : :): :::E :: Parallel To Outside Wall 1 : f t it i:3 t a I► f f . BACK PER NFPA 13 IN HIP SLOPE L t a k •# f i 1 k k#' (Shown With Standard Spray AREA WHEN TRUSSES I' a ::E :if f I. : 1 k. # 1.;) F: TO BACK Or AP Sprinklers In Hip Slope) ARE FRAMED PARALLEL 1 I k ; : :k k 1 : : : : :F::F 1::::1:: k: SPRINKLERS TO OUTSIDE WALL I 1 ' ::::k 3 :1 :I : :k : :f 1::: 1 M ( f 1 k ::) ::a :: 1 1 1:::: : : ; : : :f '1::::1:: :Z TRUSSES IN HIP SLOPE AREA i HIP I • :: a : : ;I ; : : :1 :: ::f 1: : : :1 : :: WHERE AN AREA PARALLEL TO OUTSIDE WALL I. I. SLOPE 6 1 • :::::1:0::::41::::144:: ROOF (SHOWN NON-SHADED) r I •• :I:; ::; :f 3: f:;::k; SLOPE IS PROTECTED 1 11 I :1y :.: F :: T. : 1:: 1 : :: k 1 WITH AP SPRINKLERS, 1 1 1 ...' CPVC MAY BE OUTSIDE WALL I 1 4 /I ,;f: ;f::1 :: (: k : : ::) : ::)c :i k :: USED FOR CEILING MAXIMUM I I . :1 : :k : :a; •:1 :: F k. ::1 4 , 3, 3O(O9rn) :k : : RIDGE LINE 40' -0" (12,2 m) SINGLE k 3 1 k k s PROTECTION BELOW HORIZONTAL — DIRECTIONAL f , 1: f .,�, . (., ! . k, 1 : MAX. ON (COVERAGE) •'1: ::k: :j :3. : ) : ::I : ::.'• :k `L;''• #; :a' :1• HIP SLOPE HP RIDGES k' ., :: :3 :: : :1 1: : :f :• 1: ::I:: k::k•:• ::•'• .;a: 3' -0" (0,9 m) CPVC PIPE MAY BE USED IN SHADED AREA ONLY MAX. ON HIP SLOPE FOR CEILING PROTECTION BELOW (SEE PAGE 6) FIGURE 13B Hip Roof Installation STANDARD SPRAY —~" !-- 6' -0" (1,8 m) MAX. With Trusses Framed SPRINKLERS INSTALLED 1 1 1 1 1 1 1::::1:::::;::::f f : : :I: :'••1:: Parallel To Outside Wall PER NFPA 13 IN HIP SLOPE t 1 1 4 1: : : :1 :1: : : :1 1::::1::::1::: (Shown With Standard Spray AREA WHEN TRUSSES I 1 1 1 t ::):':k':`f 1 :W:t:: BAC Or AP Sprinklers In Hip Slope ARE FRAMED PARALLEL I I 1 MIA ) s::1: :: ' 1:.. :1 : F. : t : :f 3:: : : TO BACK & Adjacent Areas To Hip Slope) TO OUTSIDE WALL 1 I I • F : : :1 F 1 #: : : :1 ::if:: SPRINKLERS ! I I ! :: :1:: : ::k; : :t 1::::1:: . .:F:: : f : TRUSSES IN HIP SLOPE AREA I I • f : : :::*: :k : 1 :1: : : :k: PARALLEL TO OUTSIDE WALL — HIP t 7 :) :E: t ::: :::.: SLOPE L { k' :3 :1: f: ROOF OUTSIDE WALL r :: ::1 F : :f# : :1 t: SLOPE 1 -....-1- : :F• : :: :f : : : : : \ WHERE AN AREA 1 w t k ::;t :: : :1 1 :: 1 (SHOWN NON- SHADED) �� 1 I: :1 :'F: ::1::::1:1::) ::: RIDGE LINE IS PROTECTED I 1. 1 : : : :i. : : : :k s :k: 1 : :::1 :; F: WITH AP SPRINKLERS, I I (= ::•1•:::k: ::3 : : : :3 : : ::) : :k CPVC MAY BE I I 1 :1 :::1:;;f : : : :1 :: C I 11 1 1 1 : :: :1:; :k: :k l s;s USED FOR CEILING T 1 1 n 1 : : :1 : :s k:: 1 :3 ::1 y F :: PROTECTION BELOW 1 1 1 1 1 1 t::-3:.:C t•:.i•:.1•. .: -: (SEE PAGE 6) CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP RIDGES FOR CEILING PROTECTION BELOW (SEE PAGE 6) TFP61O Page 13 of 28 Coverage Beyond BB, SD, or HIP Allowable Roof Spans A. For single ridge construction (Ref. Figure 14A), AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m), 40 foot (12,2 m), or 20 foot (6,1 m) spans of the BB Sprinklers (Ref. Table A). B. Where SD Sprinklers are used (Ref. Figure 14B), AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 40 foot (12,2 m), 30 foot (9,1 m), or 10 foot (3,0 m) spans of the SD Sprinklers (Ref. Table A). C. Where HIP Sprinklers are used for hip roof construction (Ref. Figure 15), use BB Sprinklers in the center portion and HIP Sprinklers down the entire hip. AP Sprinklers can then used to protect the eaves beyond the BB Sprinklers as described in Paragraph A. Also, AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width beyond the maximum allowable 28 foot (8,5 m) or 20 foot (6,1 m) horizontal coverage of the HIP Sprinklers (Ref. Table A). Spacing of the AP Sprinklers is to be as detailed for their use with the BB Sprinklers in Figure 14A. NOTE: The use of Attic Sprinklers CANNOT be considered for attics over 80 feet (24,4 m) wide. 1 SEE FIG 11 I -I SEE FIG. 11 I SD SPAN (TABLE A) BB SPAN _ _ I I (TABLE A) AP I 10'-0" MAX. SPRINKLERS 10'-0" MAX. (3,05 m) BB ATTIC SPACED (3,05 m) AP V SPRINKLER 8' -0" (2,4 m) AP SPRINKLER W -0- SD ATTIC SPRINKLER ( m) COVERAGE (1,83 m) SPRINKLER COVERAGE MAX 7'- 0 "(1,8m) MAX ON CENTER • 6' -0" MAX. iiiiii A P (1,83 m) SPRINKLERS V -0" MAX. 4'-0" MIN. SPACED .46, (1.83 m) (1,22 m) 8' -0"(2,4m) (1 22 m) TO I /� ` lbiltit... I at � N CE TER FIGURE 14A — BB w/ AP SPRINKLERS FIGURE 14B — SD w/ AP SPRINKLERS 10' -0" y HIP BACK (3,0 m) SPRINKLERS TO BACK SPRINKLERS HIP i RIDGES .• -:t• ;• .•::•I•::1 :.E.:4:.:.1:.:.:1:-:-:t.:.:1-:-:4-:-:4 :•1•: :•k• 10' 0" • :•::: )' ::: :I:0f : :: :1 : :: ::1#:35 :33 3*i :;I::::f:: 1 ' m ::•;:;: :. ::::',--.5.:1:: : :'k •. 1.. ._ 1..1. f : :5 : yepp: ( ) AP :..:: 1 :.f: :: C 4:::355 :15 >:I: :ia :fi ::: :::::1:54:: : ; r:.,. : ::► :: a: : ... V # : :1 : :1• ':355355 :'S :k: : : :f SPRINKLERS - :: `- ' ::1 ::1 ::::1::: f:: f: f::::5 :1:::::1 :: RIDGE AT THE EAVES :. _T 3 55)5xl5fl :5: :f : 1:.:...:G5535 LINE . f•:•: 1• : :• ' :• :•N :•.d: :•3 :•..I :• : :1 :•.• :t•. PERIMETER �_ .: ;._ : :. HIP.::; . . : :1:4 :2: ::a: 1:::::140:: ROOF PROTECTION '•.'•:'•^ • ;SLOPE;" :;'; 1 .:• :3'''3 ::3: ~ SLOPE AREA t7::::.: : -. -.; ' ;:I :: ;i; :;f:;:;i ::1 : { l - :` :3 :: i ;44 ,! • 5544:;:;-:•.;; ! ••••• . A : :•:I :• :• :i • :•a• :•: �a• �:•P:•: BB :: .... ::1 # : :51 =55G ::3:35 : :):i 1. 1: :!.:.:.-••••,:- wiw:%► SPAN : !:i i ? s ?.rs : _ • .. : :k :) : :)S: I.` : :k ::t : :f:: ::G : : ::h 3:: (TABLE A) 7:::::**. • .1: ' :: f:5 :1 :55I- : : ::1- ::53::-3 : =5 ?5: is :5 f : 1 : :: ' 3 ::5: ': : :t : : ::t: :1: :::I:::I: :: :Y :: 3 = 3 : ::1: : : : :1 :: :1: ::;. : :: C: 3 : :: 3:::::1 :: :I : 1 :: : :1: ::::f::: I ::: : :k: 10' -0" :;:• " :: :1:.'•: ' :51:: AlIF f : :3 :I:fl• :: :1 : : :t40 I f :• ::t : ::a :•:: ::1 : : : :E : ::f:: ::: : : :1 : :F; :a: : :'t: : :•I: ::H : ::I: (3,0 m) f CPVC PIPE MAY BE USED IN SHADED 7' -0" to 8' -0" AREA FOR CEILING (2,1 m TO 2,4 m) PROTECTION BELOW ON CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15 — HIP w/ AP SPRINKLERS Fro 00 10 DIA Sep p•3 i� A � riaOlti LAKE, MN 5SSVP2 IIPECIAL SIMMIVRALTBSEINO A .'""- 11111111111111111 . 1 1 11 Wii61111111Z K t C MI Ian hallinhaall111111111 Evimmtaimi wrinummus,, raw (1) Apopka' p i1O$000 1 t aso3opbilTq► (�l �sntegodta aee - Nub h 4 . • VA • atpatbsvi IR c . nt 1 r robe . 7- 1.11W Wiiigg■mgmigr. = '_ ' • abiliberidmMad, (therevapratkiedltanBaMOeswy.) Z4 x11 BiiR++$toroepal asetitnahl 8"x- siwkumpaoin-Twain( tialtaimpocug -*mow • M Accepted � , � >1.i w.. I ., Ip (? Z0 /Z0 39dd 1- fDIflH3 VUS3H130 Z9999ZZZ96 06 :0t 0t0Z /tt /Z0 Feb 08 10 01 :39p p.3 CITY OP PRIOR LAKE • 16200 EAGLE CREEK AVENUE 3.E. PRIOR LAKE, MN 55372 SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE Project Name Sorlpet Montessori Location 4637 Park Nicollet Avenue Prior Lake. MN SPECIAL STRUCTURAL TESTING AND INSPECTION Specification Description Type of Inspector (3) Report Frequency Assigned i Section Article Film (4) 1704.4 Periodic observation of concrete TA Bach Visit reinforcing steel placement 1704.4 Continuous testing of fresh concrete TA Bach Visit mixes 1704.4 Periodic observation of venerate TA Bach Visit placement -,_ _ •_ _ 1704.5 Periodic observation of CMU TA Baoh Visit construction, reinforcing steel and anchor - - - -- — •• —•_. bolt placement 1704.7 Periodic observation of excavation fill TA Bach Visit material and placement • Notes: This schedule to be filled out and included in the project specification. Jnfonnat unavailable at • that time, to be filled out when applying for a building pennit. (1) Use descriptions per IBC Section 1704, as adopted by Minnesota State Building Code. (2) Special Inspector - Technical, Special Inspector - Structural. (3) Finn contracted to perform services. ACKNOWLEDGMENTS Bach appropriate representative shall sign below: Owner: Finn: Date: Contractor: km: , . W Coy . Date: Architect: OrL� n ... --- irmDA >`■• ' Date: t D 10 SBR: . ' f f V»f" Firm: LS Engineers, Inc, Date: 2/112010 SI-S: . Firm: • Date: TA: 1? '_M Wehil _ , _ _ :: ,T SI -T: Firm: . ate: TA: Finn: Date: • SI -T: • Finn: Date: P: Finn: .Date: F: Finn: Date: • *The individual names of all prospective special Inspectors and the work they intend to observe shall be identified. (Use reverse Bide of form if necessary.) Legend: SBR= Structural Engineer of Record SI -T = Special Inspector - Technical • SI-5 ., Special Inspector - Struotural TA Testing Agency P Fabricator Accepted fbr the Building Department by Date - g _ g4 200 South Main Street SHEET NO. Le Sueur, MN 56008 JOB C t i . 4, ,r DATE �° /: ' p , " — Phone: (507) 665-6255 , Engineers Fax: (507) 665 -6818 DESIGNER i ., r " f. , jj { tdUtEi " .r y , ... 1`r (7 Y.) 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T - , r,r r ro- r,r - -r �L 7 ul �/ z _. � .,y _` ^ / .: t ,_ �p t __ . ♦I _ 3 y) _. ♦ , t . , oe _ - I F , � N V , v V V .., v v V V v V i� � 1 E ` v V; V' V' V' V: V Ni' v V V' V z , r 1 3 3 . Q r 1 t `` 3 ' , ;.'t I L c1 ,.. yy C • r , { r1 3 ' " 4 S1 x , a co E ["i7 , r , ; T - ; t' ' ,y '�$' 4ti , 447 hr. Cp, CYY : , r f z r , 4h � 3 � z ... ..4..,. I .(._:. 1 z ' s 3 y e y I I 1 � " a " , r t € »; ,� GVJ , 44.11.3.,) E � p� � 'p II I 1 - ± a ° lam' I = lIJ 1 m 0) » ; ... i 1 , . ! IP : ,.. ‘,...,.. F; 9 . •' a .., r...-... .'' input 1 Results GraP11,_., 1 /11 — ., 2, - _ ‘1) ' k . e c 8 „ t . II . — , . . t , ..,... a ... P § t- - Id . ., „ .. 1..-: .z., . 0 ti) 0 : — r-, r t's1 r0 .4).......,,,,_ _.,......._____. ,•0 a) ----_____,_ sd) anssaJd i— til ---... WI --------____ .- 0 t at . . . . c. 7 . c 1.,. ,, „ ,:' I 1 ' C=3 (1:1 ( (Ii - 1.,. Page 14 of 28 TFP61O BB ATTIC BB ATTIC 3-1/2" MIN SPRINKLER ANY SPRINKLER (88 9 mm) 36" MIN. DISTANCE AIR SPACE I (914,4 mm) NO ` GREATER ADDITIONAL / 6" MAX. THAN 6" SPRINKLER (152,4 mm) (152,4 mm) REQUIR/1, ADDITIONAL AP ` /\ ���� OR STANDARD SPRAY �� `_�_\_\ �� � SPRINKLER REQUIRED A i t 1 I LY\ (LOCATE PER FIGURE ` 14A OR 14B) FIGURE 16A FIGURE 16B There can be a maximum 6 inch (152,4 mm) high Horizontal Obstruction as long as it is 36 inches (914,4 mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction. Reference Figures 16A and 16B. This criteria does not limit the top chord of the trusses or the depth of the rafter, but does limit the obstructions that run across the trusses or rafters. BB ATTIC SPRINKLER Dimension A Distance B Additional 36" (914,4 mm) Maximum Minimum Required 6" (152,4 mm) Horizontal Horizontal NO MINIMUM / MINIMUM Dimension of Distance to Beyond ADDITIONAL • Obstruction Obstruction Obstruction SPRINKLER REQUIRED A / iMil All Vertical Obstructions < 6" (152.4 mm) YES ® 1/2 " -1" (12,7 mm -25,4 mm) 6" (152,4 mm) NO 1 "-4" (25.4 mm -101,6 mm) 12" (304,8 mm) NO AA A _...1 �4 0" (1,2 m) MAXIMUM 4 " -8" (101,4 mm -203,2 mm) 24" (609,6 mm) NO 8 " -10" (203,2 mm -254,0 mm) 5-0" (1,52 m) NO FIGURE 16C 10 " -20" (254,0 mm -508,0 mm) 10'-0" (3,05 m) NO LESS THAN BB ATTIC 20 " -30" (508,0 mm -762,0 mm) 15' -0" (4,57 m) NO 6" (152,4 mm) SPRINKLER 30 "-40" (762,0 mm- 1016,0 mm) 20' -0" (6,10 m) NO 36" (914,4 mm) ADDITIONAL AP MINIMUM 40 "-48" (1016,0 mm- 1219,2 mm) 25' -0" (7,62 m) NO OR STANDARD SPRAY > 48" (1219.2 mm) Any Distance YES SPRINKLER(S) , i `` REQUIRED R( / ,,,� PER FIGURE i 14A OR 14B) F 111 " GREATER THAN DIMENSION A i 1 4' -0" (1,2 m) $ PER TABLE DIMENSION B i■ O FIGURE 16D PER TABLE ADDITIONAL AP OR STANDARD SPRAY If the Horizontal Obstruction is below the sprinkler, there must SPRINKLER REQUIRED be 6 inches (152,4 mm) clearance over the top of the obstruction, ` (LOCATE PER FIGURE and the obstruction must 4 feet mlers width to allow 111111 14A OR 14B) water to pass ass both over and d the under the obstruction. truruction. The clearance is measured perpendicular to and from the bottom of the rafter. If there is not 6 inches (152,4 mm) of clearance above the obstruction, a sprinkler must be located on the other side of the obstruction. If the obstruction is greater than 4 feet (1,2 m) in FIGURE 16E width, a sprinkler must be added below the obstruction. Refer- ence Figures 16C and 16D, where the maximum spacing for AP For Vertical Obstructions, the maximum dimension of the ob- Sprinklers is 12 feet (3,7 m) and Standard Spray Sprinklers is 15 struction is its width and the horizontal distance away from the feet (4,6 m). obstruction is measured horizontally. FIGURE 16 - PART 1 of 2 - OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to water distribution for Attic Sprinklers differ from standard sprinklers as shown) TFP61O Page 15 of 28 FIGURE 16F FIGURE 16G Area Outside Of Mechanical Space Piggyback Or Similar Compartmented Space Trusses When a BB Sprinkler is 36 inches (914,4 mm) or greater When a BB Sprinkler can be installed below or between above the space, and 36 inches (914,4 mm) or greater stiffeners and maintain the 16 to 22 inch (404,4 to 558,8 clearance above the space is present, additional sprin- mm) distance to the peak, as well as the "V" and "H" kiers are not needed. clearance to the stiffeners, additional sprinklers are not When a BB Sprinkler is a 36 inches (914,4 mm) or greater required. above the space, and a 12 to 36 inches (304,8 mm to When the stiffeners are located a minimum of 12 inches 914,4 mm) clearance above the space is present, Inter - (304,8 mm) below the BB Sprinkler, the stiffeners are mediate Level Standard Sprinklers are to be installed to 7 -1/2 inches (190,5 mm) maximum in width, the openings protect the obstructed area. are 12 inches (304,8 mm) minimum, and there is 70% Otherwise, the area beyond the mechanical space is to be minimum open area, additional sprinklers are not re- protected as shown by installing Standard Spray Sprin- quired. klers as necessary — OR — by constructing a shear wall Otherwise, additional sprinklers are required as shown. and installing SD Sprinklers. NOTE: In all cases, the mechanical space or similar ' H compartmented space is to be sprinklered per its v BB1 B82 BB3 respective hazard rating and separated from the light ® 0. o" o" 0" hazard attic space by construction that has a fire .H. v> o• v+ 15" V+ 10• V+8" resistance rating based on the water supply duration required for the hazard rating within the mechanical BOTTOM STIFFENERS space or similar compartmented space. PLANE OF STIFFENERS BB ATTIC SPRINKLER -V" - 1 \ 22' (558,8 mm) MAX. 36" (914,4 mm) 16" (406,4 mm) MIN. OR GREATER ,\ tt r NO ADDITIONAL \ J (914,4 mm) SPRINKLERS GREATER Alillair REQUIRED /� N. AP OR STANDARD MECHANICAL TOP OF BB ATTIC DEFLECTOR SPRINKLER SPRAY SPRINKLER SPACE BB ATTIC 70% MINIMUM 4" (101,6 mm) TO SPRINKLER •\ OPEN AREA j 6" (152.4 mm) TYP. STIFFENERS / - 1 12" (304,8 mm) TO 36" (914,4 mm) 3 -1/2" MIN. ` 12" MIN 36" (914,4 mm) \ OR GREATER (88,9 mm) /_ (304.8 mm) INTERMEDIATE - AIR SPACE �■•■=a■ LEVEL PRINKLE STANDARD SPRAY SPRINKLER / 1 IIIII SPRINKLERS Z 'a - ,),- V T // C 7 -1/2" MAX. 12" MIN AP OR STANDARD (MECHANICAL 4" (101,6 m m) TO (190,5 mm) (304,8 mm) SPRAY SPRINKLER SPACE 6" (152,4 mm) TYP r ' 1 BB ATTIC LESS THAN BB ATTIC SPRINKLER OR 70% OPEN AREA, STANDARD OPENINGS LESS THAN SPRINKLER AP OR STANDARD SPRINKLER 12" (304,8 mm) WIDE. `PRAY SPRINKLER A\ GREATERTHAN OR STIFFENERS LESS THAN INTERMEDIATE 1 ) mm) NI STANDARD WIDE SPRINKLER ..._____ bh.. • / SPACE • usim PROTECT WITH ADD SHEAR WALL AND SINGLE INSTALL SINGLE STANDARD SPRAY MI PROTECT WITH SINGLE DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLERS DIRECTIONAL SPRINKLERS SPRINKLER OR FULL WALL SPRINKLER FIGURE 16 — PART 2 of 2 — OBSTRUCTIONS TO WATER DISTRIBUTION — BB, SD & HIP (Obstructions to water distribution for Attic Sprinklers differ from standard sprinklers as shown) Page 16 of 28 TFP61O 3 0" MAX. ---�.— AP � AP .i (0,9 m) ■ i SPRINKLER SPRINKLER iii AP AP FIGURE 17A SPRIG 10'-0" MAX SPRIG EXPOSED CPVC 6" MIN. (3,0 m) 6" MIN. WITH AP SPRINKLERS JOIST (152,4 mm) JOIST - (152,4 mm) AND k. . rar . { . .t 11.121131 1��., BRANCHLINE OVER JOISTS • f.` .• 1_,.._ 12" MIN. — 12" MIN. 12" MIN. .......1...._ 12" MIN. --,1 (304,8 mm) / (304,8 mm) (304,8 mm) / (304,8 mm) NON-COMBUSTIBLE 'NON-COMBUSTIBLE INSULATION FOR FIRE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PIPE, NOT FREEZE PROTECTION PROTECTION OPTION A OPTION B FIGURE 17B /''' AP EXPOSED CPVC WITH AP 3 -0" MAX. AP SPRINKLERS ( m) SPRINKLER 4 SPRINKLER AND BRANCHLINE THIN It AP 10'-0" MAX. ir W AP JOISTS SPRIG (3,0 m) 1 SPRIG W 7 4Wft IIiIi JOIST l i l iliA JOIST 6" MIN. NON - COMBUSTIBLE 6" MIN. NON - COMBUSTIBLE (152,4 mm) INSULATION FOR FIRE (152,4 mm) INSULATION FOR FIRE PROTECTION OF CPVC PROTECTION OF CPVC PIPE, NOT FREEZE PIPE, NOT FREEZE CEILING PROTECTION CEILING PROTECTION OPTION A OPTION B OBSTRUCTION OBSTRUCTION AP A SPRINKLER OBSTRUCTIONS TO WATER &' AP `s • DISTRIBUTION FOR SPRINKLER MODEL AP SPRINKLERS � D A524" (609 mm) - F: . 11 D 1....— A—� (Use dimension C or D, whichever is greater) ELEVATION VIEW PLAN VIEW - Minimum Horizontal Vertical Distance Distance Below Deflector (A) (B) 56" 3" (5152,4 mm) (762 mm) A-j >6 "to9" 4' ( >152,4 to 228,6 mm) (101,6 mm) B >9' to 12° 6" ( >228,6 mm l0 304,8 mm) (88,9 mm) F AP (72"4,15" 8" (203,2 m S PRINKLER :: 18" 9-1/2" OBSTRUCTION (57 to 0 2m to 609.6 mm) (377 1 mm) >24" to 30" 15-117 ( >609,6 mm to 762,0 mm) (393,7 mm) >30" 18" ( >762.0 mm) (457,2 mm) TFP61O Page 17 of 28 A = 6" (150 mm) MAX. A B= 12 "(300mm)MAX. A B r A g 10. Sl1/ ANGLE SPRIG B ARMOVER SPRIG / ARMOVER BRANCHLINE BRANCHLINE if VERTICAL SPRIG e DIRECT MOUNT VERTICAL RISER VERTICAL RISER FIGURE 19 EXPOSED CPVC WITH BB, SD, AND HIP SPRINKLERS HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. to all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers, the maximum area of attic protected by AP Sprinklers is limited to 3000 ft (279 m in any single area. Areas must be separated by a minimum of 15 feet (4,6 m) by an area protected by BB, SD,or HIP Sprinklers, in order to be considered separate areas. The hydraulic calculations have been divided into three parts as follows: • FIGURE 20 -A: "Attics Protected Entirely By BB, SD, and HIP Attic Sprinklers ". 20 -A -1 (Page 18) BB Sprinklers 20 -A -2 (Page 18) BB and HIP Sprinklers 20 -A -3 (Page 19) BB and SD Sprinklers 20 -A -4 (Page 19) SD Sprinklers 20 -A -5 (Page 19) SD and HIP Sprinklers 20 -A -6 (Page 19) HIP Sprinklers • FIGURE 20 -B: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And AP Sprinklers ". 20 -B -1 (Page 20) SD Sprinklers & AP Sprinklers At The Ridge 20 -B -2 (Page 20) BB Sprinklers & AP Sprinklers At The Eaves or Beyond An Obstruction 20 -B -3 (Page 21) BB Sprinklers & AP Sprinklers At The Hip 20 -B -4 (Page 21) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & AP Sprinklers At The Hip 20 -B -5 (Page 22) BB, SD, or HIP Sprinklers & AP Sprinklers in a Dormer, at a Cross, or at an Ell 20 -B -6 (Page 22) BB,SD, or HIP Sprinklers & AP Sprinklers Separated By Compartmentalization • FIGURE 20 -C: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And Standard Spray Sprinklers ". 20 -C -1 (Page 23) SD Sprinklers & Standard Spray Sprinklers At The Ridge 20 -C -2 (Page 23) BB Sprinklers & Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20 -C -3 (Page 24) BB Sprinklers & Standard Spray Sprinklers At The Hip 20 -C -4 (Page 25) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & Standard Spray Sprinklers At The Hip 20 -C -5 (Page 26) BB, SD, or HIP Sprinklers & Standard Spray Sprinklers in a Dormer, at a Cross, or at an Ell 20 -C -6 (Page 26) BB, SD, or HIP Sprinklers & Standard Sprinklers Separated By Compartmentalization W MODEL BB MODEL SD MODEL AP BACK TO BACK 1r SINGLE DIRECTIONAL !MODEL HIP • OR STANDARD SPRAY FIGURE 20 — HYDRAULIC CALCULATIONS Page 18 of 28 TFP61O Figure 20 -A -1. BB Sprinklers • Wet Systems — Calculate the most demanding five sprinklers. ............. ............................... ............. ............................... • Dry Systems — Calculate the most demanding seven sprinklers (see adjacent figure). RIDGE DRY SYSTEM SHOWN Figure 20 -A -2. BB and HIP Sprin- klers , / • Wet Systems — Calculate the most demanding five sprinklers. ............ ............................. • RIDGE • Dry Systems — Calculate the most demanding seven sprin kiers, and then calculate the most demanding contiguous nine rin- 9 9 P kiers with a maximum of seven to be BB Sprinklers (see adjacent figures). Use the most demanding calculation. DRY SYSTEM SHOWN RIDGE • do • • DRY SYSTEM SHOWN TFP61O Page 19 of 28 Figure 20 -A -3. BB and SD Sprin - klers iii : :. : : :' : :• ` . : : ::: : :: OBSTRUCTION • Wet Systems — Calculate the most demanding five BB Sprin- klers plus two SD Sprinklers. RIDGE • • Dry Systems — Calculate the most demanding seven BB Sprin - klers plus up to two SD Sprinklers (see adjacent figure). DRY SYSTEM SHOWN Figure 20 -A-4. SD Sprinklers • Wet Systems — Calculate the most demandin g p five SD Sprin- rin- klers. • Dr Systems — RIDGE stems Calculate the Dry Y .......... ...... . most demanding nine SD Sprin- : :: # :: # :..........= klers (see adjacent figure). 1 1 1 I 7 1 1 1 1 1\; WALL OR DRAFT CURTAIN AT RIDGE DRY SYSTEM SHOWN Figure 20 -A -5. SD and HIP Sprin- klers • Wet Systems — Calculate the RIDGE most demanding five sprinklers. t A i t la : ! a it • Dry Systems— Calculate the most . "•; #: = :* :t : : :• :; 1 : : : : : : :t# : : : : : :: :. : ::: _ _ demanding nine sprinklers with a maximum of seven to be SD Sprin WALL OR klers adjacent figure). DRAFT CURTAIN ( 1 AT RIDGE DRY SYSTEM SHOWN Figure 20 -A -6. H1P Sprinklers y�A �■ • Wet Systems — Calculate the most demanding five sprinklers (see adjacent figure). . ......... ................... . . • Dry Systems — Calculate the : :: :: \Q: y� most demanding nine sprinklers. `l WET SYSTEM SHOWN Page 20 of 28 TFP610 Figure 20 -B -1. SD Sprinkler & AP • Sprinklers At The Ridge • Wet Sstems — Calcula the Y • most deman five sprinklers of = :; . . ?:'i# :•'•': il:'•i #''.'•i :: is f ::':'•i2 s:'i1 i RIDGE i i:; $ 1 ! ! one type. Use the most demanding ca lculation. • Dry Systems — Calculate the most demanding nin S D Sprinkl ' "' "' "' ' "' ' ' and then ca lculate the mos de T _ ; 1 if 1 WALLS OR the m demanding ca lc ulation (see adjacent figure). C URTAINS D SYSTEM SHOWN Figure 20 -B -2. BB or SD Sprinklers & AP Sprinklers At The Eaves or =• :• :::• :: Beyond An Obstruction ?; - • • • • • • Wet S ystems — Calculate the most demanding five BB or SD Sprinklers plus up to two most de- RIDGE mantling AP Sprinklers. :•: *: i :.:::::11:::.........:.x.:;.:.::.:::::::::.::::.::::.:.::.:. • i•i•::!�::•:•? :• ♦ • • • Dry Sys — Calculate the most demand seven BB or SD Sprin- • • • klers p lus up to two most demand- ing AP Sprinklers (see adjacent • • • • • • • figures). DRY SYS SH *;tiii • ✓ OBSTRUC TION v RIDGE DRY SY STEM SHOWN ................ .................. R :: . i: #::: • • • • • • ..... ........... ............ .. ............ ...... ... ............. ... ...... .............. ..... .......... ............... •. ....... DRY SYSTEM SHOWN TFP61O Page 21 of 28 Figure 20 -B-3. BB Sprinklers & AP Sprinklers At The Hip AREA 2 AREA 1 AREA 3 Where the total number of AP Sprin - — WITH AP WITH BB 1 WITH AP I-- klers at the hip is greater than four: SPRINKLERS SPRINKLERS I SPRINKLERS • Wet Systems — Calculate the I I most demanding five BB Sprin- STAGGERED • • 1 1 • • kiers plus the two most demand- SPACING WHEN ing AP Sprinklers, and then calcu- MORE THAN • • I • • late the most demanding area up ONE ROW • to 1500 ft (137 m having AP Sprinklers (e.g., Area 2 in adja- - • • • • • • • • cent upper figure). Use the most demanding calculation. • • • Dry Systems — Calculate the • • • • most demanding seven BB Sprin- • • 1 I • • kiers plus the two most demand- I 1 ing AP Sprinklers, and then calcu- MINIMUM late the most demanding area up to 1950 ft (181 m having AP SEPARATION Sprinklers(e.g., Area 2 in adjacent 15' - 0" (4,6 m) upper figure). Use the most de- manding calculation. SEE ALSO FIGURES 21 AND 22 Figure 20 -B-4. BB Sprinklers, SD S rinklers, HIPS inklers, & AP P P r Sprinklers At The Hip WALL OR Where the total number of AP Sprin- D RA FT 11 ▪ ••�. • ::: �. ••: kiers at the hi is four or less: CURTAIN • • RIDGE ::•:••: :: • ::: � : :•::::: • Wet Systems — Calculate the * • -.••:-...:-:•:-:-:.::•.••:.:::•::::::•.: : . :: : : : : : : ` : : : ; ;: : :? _ :: most demanding five N :: :: .... : ::: : ::: : = ::':::: ;::::;3 ::: : : :: :';: HIP Sprinklers plus up to two most .� • ::.:. :%: : : : : * ::: : : :: demanding AP Sprinklers. •: _; • Dry Systems — Calculate the � Y Y : ,. most demanding nine BB, SD, or ' ' " "' • ' " ' • "" HIP Sprinklers plus up to two most DRY SYSTEM SHOWN demanding AP Sprinklers (Of the nine BB, SD, or HIP Sprinklers, AREA2 AREA1 AREA3 calculate up to a maximum of WITH AP WITH BB 8 SD WITH AP seven BB Sprinklers, see adjacent SPRINKLERS SPRINKLERS SPRINKLERS upper figure)_ Where the total number of AP Sprin- klers at the hip is greater than four: LE NM. AMR WA • Wet Systems - Calculate up to GA 111.111111IW 111 IMO the most demanding five BB, SD, �` or HIP Sprinklers plus the two IIIIIIIII • • • • most demanding AP Sprinklers, �r and then calculate the most de- manding area up to 1500 ft (137 m having AP Sprinklers(e.g., Area 2). Use the most demanding calculation. • Dry Systems — Calculate up to MINIMUM the most demanding nine BB, SD, SEPARATION or HP Sprinklers plus the two most demanding AP Sprinklers, t5' - 0" (4,6 m) and then calculate the most de- manding area up to 1950 ft (181 m having AP Sprinklers (e.g., Area 2). Use the most demanding calculation. Page 22 of 28 TFP61O Figure 20 -B -5. BB, SD, or HIP AP • Sprinklers & AP Sprinklers in a SPRINKLERS Dormer, at a Cross, at a Hip, or at (4 OR LESS) an Ell = Where the quantity of AP Sprinklers • • • in each dormer, cross, or ell is four me or less (see adjacent figure) and all of the dormers, crosses and ells meet the maximum four AP Sprin- • kler criteria, calculate the BB, SD, or HIP Sprinkler demand as described 0 in Part A -1 thru A -6 or Part B -1 thru B-4, plus up to two of the most de- AP manding AP Sprinklers in the dor- sPRINKLERs mer, cross, or ell that is adjacent to (4 OR LESS) • the BB, SD, or HIP Sprinklers that are being included in the demand calculation. 0 Where the quantity of AP Sprinklers • • in any dormer, cross, or ell is greater than four, refer to Figure B- • 3. • • • • • • • • • • 7 • . , AP AP SPRINKLERS • SPRINKLERS (4 OR LESS) • • (4 OR LESS) • • • Figure 20 -B -6. BB,SD, or HIP • • - Sprinklers & AP Sprinklers Sepa- rated By Compartmentalization • • • Wet Systems— Calculate the BB, • SD, or HIP Sprinkler demand as RIDGE described in Part A -1 thru A -6 or • • • • • • • Part 8 -1 thru 8-4, and then calcu- late the most demanding area up to • 1500 ft (137 m having AP Sprin- • • WALL klers. Use the most demanding cal- • • • culation (see adjacent figure). • Dry Systems— Calculate the BB, SD, or HIP Sprinkler demand as • • DORMER described in Part A -1 thru A -6 or BUILT ON TOP Part B -1 thru B -4, and then calcu- OF ROOF OR late the most demanding area up to SHEATHING 1950ft (181 m having AP Sprin- RIDGE klers. Use the most demanding cal- • • • • • • • • • • culation (see adjacent figure). TFP61O Page 23 of 28 Figure 20 -C -1 SD Sprinklers & Standard Spra Sprinklers At The Ridge demanding fi e sprinklers of one ` : ` ` ' " : '`' '" =''`' • Wet Systems Calculate the most " ! II = 3 9 P t e. Use the ost demanding cal - type. 9 RIDGE culation. : ::: :: ''::::jai::'`:': : :. :� : : : : :: :: : : : :•:: ': ...: •`: aii : ::• :::• a : :• • • • Dry Systems Calculate the most ••- - -• -•- ••- •••••••• • -- - - -• •- . - - --- -- demanding nine SD Sprinklers, ; ; ; 1 1 1 1 t1 1 1 1 1\T and then calculate the most de- manding seven Standard Spray WALLS OR Sprinklers. Use the most demand- DRAFT calculation (see adjacent fig- CURTAINS ing ( 1 9 DRY SYSTEM SHOWN Figure 20 -C -2. BB Sprinklers & • Standard Spray Sprinklers Be- yond An Obstruction • Wet Systems — Calculate the OBSTRUCTION most demanding five BB Sprin- '* ..•..* klers plus up t two most demand :- ing Standard pray Sprinklers. RIDGE • Dry Systems Calculate the most ::! : :;:::!;;:`':c:; :';�!:: • • demanding s ven BB Sprinklers plus up to tw most demanding Standard Sp y Sprinklers (see adjacent figur s). DRY SYSTEM SHOWN Page 24 of 28 TFP61O Figure 20 -C -3. BB Sprinklers & Standard Spra, Sprinklers At The Hip Where the total number of standard spray sprinkler- at the hip is greater than four: • Wet System — Calculate the FIRST CALCULATION most deman, ing five BB Sprin- klers plus up t• two most demand- • • ing Standar• Spray Sprinklers, • and then cal ulate the most de- • mending rem•te design area (In- • • eluding all s•rinklers types) per : :: ?:: =:::: NFPA 13 (i.e., area reduction for • :.'• ':: =':::? •'.: ::::: :: : ::: • • quick respon . e & 30% increase • • for sloped cei ings). Use the most demanding c- Iculation. • • Dry System — Calculate the • :4 i:::::;i;;::i :::::::::::: : :'::'•:: >:;:;:.:; most demand ng seven BB Sprin- klers plus up t • two most demand- DRY SYSTEM SHOWN ing Standard Spray Sprinklers, and then cal•ulate the most de- manding desi • n area (including all SECOND CALCULATION sprinkler type •) per NFPA 13 (i.e., :::.:::::::::•:;:.:.•::: •:::::::: • 30% increase or sloped ceilings & 30% increase or dry systems). In- clude all spri klers types within this area (se adjacent figure). Use the most remanding calcula :•:: = ::::;:;:: R ;: :.;;:y. ; _•::: 2535 SQ. FT. (235.5 SQ_ METER DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. SEE ALSO FIGURES 21 AND 22 TFP61O Page 25 of 28 Figure 20 -C-4. BB Sprinklers, SD Sprinklers, HIP Sprinklers, & Standard Spray Sprinklers At The Hip Where the total number of Standard Spray Sprinklers at the hip is four or less: WALL OR S {: }:•. DRAFT N • Wet Systems — Calculate the CURTAIN is • RIDGEr : : most demanding five BB, SD, or HIP Sprinklers plus up to two most :•. demanding Standard Spray Sprin- N ••••• • klers. :;'• :� : : } }:•: v }: • Dry Systems — Calculate the �+ Y Y most demanding n nine BB SD or HIP Sprinklers plus up to two most demanding Standard Spray Sprin- DRY SYSTEM SHOWN klers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maxi- mum of seven BB Sprinklers, see adjacent upper figure). Where the total number of standard spray sprinklers at the hip is greater than four: • Wet Systems — Calculate the FIRST CALCULATION most demanding five BB, SD, or HIP Sprinklers plus up to two most demanding Standard Spray Sprin- ::;:::; i ':'':'•: klers, and then calculate the most • demanding emote design ° 9 n area 9 ( Includin all sprinklers types) • • (Including P tYP )Per :�,•.' NFPA 13 (i.e. area reduction for : • . quick response & 30% increase • • {::�:::;: ::i:� �:�::•:•:;:;::�:r:: for sloped ceilings)_ Use the most demanding ding calculation. �:�:ti�; :;;::;. • Dry Systems — Calculate the • Y Y most demanding 9 nine BB, SD or HIP Sprinklers plus up to two most :::•::•:::• ::;•::•: :...................... demanding Standard Spray Sprin -DRY SYSTEM SHOWN klers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maxi- SECOND CALCULATION mum of seven BB Sprinklers, see adjacent upper figure), and then calculate the s mo t demanding de - (including sign area all sprinkler ( 9 rinkler P types) )P NFPA O o in s per N PA 13 (i.e., 3 / - 30% ; [�: ce:: crease for sloped ceilings & 30% :.RIDGE•.; �.:;�:::•:•::;:•::::•: increase for dry systems). Include i:;:' c` :: °:. '' '="' `;; • all sprinklers types within this area (see adjacent figure). ;?�f ::= :•:: :;::: : ;: :; so. FT.:; *****:•>:•:•:•:•:•:•:•:•:•:•:•:•::::•: (235,5 SQ. • • DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. Page 26 of 28 TFP61O Figure 20 -C -5. BB, SD, or HIP STANDARD SPRAY • Sprinklers & Standard Spray SPRINKLERS Sprinklers in a Dormer, at a (4 OR LESS) Cross, at a Hip, or at an Ell 2 Where the quantity of standard • • • spray sprinklers in each dormer, cross, or ell is four or less (see ad- '~ jacent figure) and all of the dormers, crosses and ells meet the maximum • four standard sprinkler criteria, cal- culate the Attic Sprinkler demand as 0 described in Part A -1 thru A -6 or Part B -1 thru B-4, plus up to two of STANDARD SPRAY '•' the most demanding standard spray SPRINKLERS sprinklers in the dormer, cross, or (4 OR LESS) NO ell that is adjacent to the Attic Sprin- klers that are being included in the demand calculation. • Where the quantity of standard • • spray sprinklers in any dormer, cross, or ell is greater than four, • refer to Figure C -3. • • • • • • • • • • • • STANDARD SPRAY STANDARD SPRAY SPRINKLERS • SPRINKLERS (4 OR LESS) • • (4 OR LESS) • • • Figure 20 -C -6. BB, SD, or HIP • • - Sprinklers & Standard Sprinklers Separated By Compartmentaliza- • tion • Calculate the Attic Sprinkler demand • • RIDGE as described in Part A -1 thru A -6 or • • • • • • Part C -1 thru C -4, and then calculate /ii the Standard Spray Sprinklers per NFPA 13. Use the most demanding WALL calculation (see adjacent figure). • • DORMER BUILT ON TOP OF ROOF OR RIDGE SHEATHING • • • • • • • • • • TFP61O Page 27 of 28 y 1 MODEL AP SPRINKLERS 12/ WET PIPE SYSTEM (Ref. Figure 20 -B-3) 100 (2s,a m) Calculation 1: 20' 20• Calculate the most demanding five BB y (5,1 m) T.-- (15,2 m) (5,1 m) Sprinklers plus the two most demand- ing AP Sprinklers. • • 1 • • - . • : : 1. • Calculation 2: 1 • Calculate the most demanding area up 4d ..:.....>:........:.:.:.: ` I • to 1500 ft having AP Sprinklers. In this • • • • `'„•' ::: . = -}'• • • Calc ulation 1 (10,2 m) case the design area will be 800 ft2 (40 • • • .:: .•....•,• 1. t ft. x 20 ft.) • Use the most demanding calculation • (i.e., for proving the adequacy of the water supply). 100' (25,4 m) Where AP Sprinklers are utilized, _4 20' 60' (15,2 m) 20' CPVC pipe may be used to supply the (5,1 m) r - � (5,1 m) AP Sprinklers, as well as the ceiling +: +::. i • sprinklers below the AP Sprinklers :. :. : : : :: 1 (See Page 6). 1• • • : 40 •: �' : : :: :.' • • Calculation 2 (10,2 m) : ::: : • :::: ..:,,::. L , • • y 12 STANDARD SPRAY SPRINKLERS 12� WET PIPE SYSTEM (Ref. Figure 20 -C -3) Calculation 1: 100' (25,4 m) Calculate the most demanding five BB _4 ' (s 20m) so (15,2 m) I (5 1pm) Sprinklers plus the two most demand- F -- i : • :::::::::::::::::::::::::::::::. • ing Standard Spray Sprinklers. • • Calculation 2: . Calculate the most demanding remote 4V : :: ' • design area (Including all sprinklers (10,2 m) • -::t:::::::::::::::::.::::;:::::::::. • • • Calculation 1 types) per NFPA 13 (i.e., area reduc 1 • tion for quick response & 30% increase :�:::•::•: >:• >:•: 1 • for sloped ceilings). In this case the • : :::: : theoretical design area is 1463 ft (1500 ft x 0.75* x 1.3). The actual design area, however, will need to be (520, 5 100 fip' ' (25(1 m) 1520 ft to pick up the entire coverage 20 20 ) 2 m) I (5,1 m) area of the last BB Sprinkler. ,1 m (� , Use the most demanding calculation +: +::= : { =:::: ' • . (Le., for proving the adequacy of the Y : •: :: water supply). 40 , :: : :: :: .., : : `'::;:'` 1 • Where Standard Sprinklers are util- •::::•:•:•:::::::- ! f:•::!: • • • Calculation 2 ized, CPVC pipe CANNOT be used to (10,2 m) ::;: supply the Standard Spray Sprinklers ■ . .• ..- .- :: :. :. :•; : : : : ; r'::•::y :::::::: .:.:.:: or the ceiling sprinklers below the • :: Standard Spray Sprinklers. * A 25% reduction for 20 ft. ceiling. FIGURE 21 EXAMPLE FOR A WET PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK -TO -BACK SPRINKLERS Page 28 of 28 TFP61O y 1 MODEL AP SPRINKLERS 12� DRY PIPE SYSTEM (Ref. Figure 20 -B -3) 4 100' (25,4 m) Calculation 1: 20' 20' Calculate the most demanding seven (5,1 m) 1--- 60' (15,2 m) (51 m) BB Sprinklers plus the two most de- 1 • 1 • manding AP Sprinklers. • I. Calculation 2: 1 --- • 1 Calculate the most demanding area up 40' '::` : i I to 1950 ft having AP Sprinklers. In this (10,2 m) ,. '• • : • • I Calculation 1 case the design area will be 800 ft (40 • • • ` .. . . . . ... . . . . . . . . . • .... : 1 : ft. x 20 ft.) 1 • • Use the most demanding calculation (i.e., for proving the adequacy of the wafer supply). 100'(25,4 m) ___,4 20' ' 1..._ (51 m) r•-- 60' (15,2 m) --1 (5,1 20 m) : :i._ti 1 40' :':;5 :::k' • • • • • • • • • • • • Calculation 2 (10,2 m) :•• : 1 i:: .r; 1 • • y 1 STANDARD SPRAY SPRINKLERS 1 2� DRY PIPE SYSTEM (Ref. Figure 20 -C-3) Calculation 1: 100' (25,4 m) Calculate the most demanding seven (5 �0m) 60' (15,2 m) ( m) BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. • • I • Calculation 2: • I Calculate the most demanding remote . :::.:::':•:: :: :' :::: : : :: :: : :: i . ao' • '' ` 9 ' .:.:.:. • :). : : : ...)1..:. - :.:11-. : . '- :• - : : 11. - : :' : : •:4 '''''• = '' ''' 1 • design area (Including all sprinklers (10,2 m) ' ' ' � ' ' ' • • • • Calculation 1 types) per NF 13 (i.e., 30 %increase 74.::'::":.::::::::::::::::::::::::::::::::;:i:::::: • for sloped ceilings & 30% increase for • {•: :•: •:: ;:;;;:: I dry systems). In this case the theoreti- • } i :: :i:::.i.::::::i ?:.::::: cal design area will be 2535 ft (1500 ft x 1.3 x 1.3). The actual design area, however, will need to be 2720 ft to pick 4 100' 25,4 m ) up the entire coverage area of the last 20' so' (15,2 m) 20' BB Sprinkler. (5.1 m) I - '� (5,1 m) Use the most demanding calculation - r - '• : : : t >` :` ' %: ' ' ,, ::..:::::::::::::::::::1::::::::::::::::::::::::::::::::::::::::::::::::::::: : :.; (i.e., for proving the adequacy of the ' :; :3• ::• :: ::;; : I water supply). • :: : : : :: : : ::- ::. : * :: i.: f :.:..: f • • • . • Calculation 2 (10,2 m) iii ....... .... .. . •:• ?'r: -:� �:�i iii::: :: :: :j':;:: }:::: I . • 1 v'. ?i•: i }'' :'v :�•iiii: � ii • :: tiii: i :: FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK -TO -BACK SPRINKLERS © 2007 -2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Bulletin 136 Rev.O c ® Model F1 FR cp Model F1FR Recessed 5. Quick Response ch Sprinklers o Model F1 FR Sprinkler Types Standard Upright'] " -_-; ,', r e . ' i Standard Pendent `.._ Conventional, Vertical Sidewall - g Horizontal Sidewall - HSW 1 Deflector , . Model F1 FR Recessed Sprinkler Types Recessed Pendent Upright Pendent Recessed Horizontal Sidewall • - HSW 1 Deflector , - Listings & Approvals "` 1. Listed by Underwriters Laboratories, Inc. (UL) ; 2. Listed by Underwriters' Laboratories of Canada (ULC) ill 3. Certified by FM Approvals ( 4. Loss Prevention Council (LPC, UK) =--.. 5. NYC BS&A No. 587 -75 -SA 6. Meets MIL- S -901C and MIL -STD 167 -1 I 7. Verband der Schadenversicherer (VdS, Germany) 8. NYC MEA 258 -93 -E UL Listing Category Vertical Sidewall Conventional Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number .. VNIV a y 1,. i Patents: US Patent No. 6,374,920 Applies to - Model F1 FR Vertical Sidewall Sprinklers. Product Description Horizontal Sidewall Recessed Pendent Reliable Models F1FR and F1FR Recessed Sprinklers are HSW 1 Deflector (Model FP Shown) quick response sprinklers which combine the durability of a pands, forcing the bubble smaller and smaller as the liquid standard sprinkler with the attractive low profile of a decorative pressure increases. Continued heating forces the liquid to sprinkler. push out against the bulb, causing the glass to shatter, The Models F1FR and F1FR Recessed automatic sprinklers opening the waterway and allowing the deflector to distrib- utilize a 3.0 mm frangible glass bulb. These sprinklers have ute the discharging water. demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This Application quick response enables the Model F1FR and F1FR Recessed Quick response sprinklers are used in fixed fire protec- sprinklers to apply water to a fire much faster than standard tion systems: Wet, Dry, Deluge or Preaction. Care must be sprinklers of the same temperature rating. exercised that the orifice size, temperature rating, deflector The glass bulb consists of an accurately controlled amount style and sprinkler type are in accordance with the latest of special fluid hermetically sealed inside a precisely manu- published standards of the National Fire Protection Asso- factured glass capsule. This glass bulb is specially con- ciation or the approving Authority Having Jurisdiction. structed to provide fast thermal response. The balance of Quick response sprinklers are intended for installation as parts are made of brass, copper and beryllium nickel. specified in NFPA 13, FM Global Loss Prevention Data At normal temperatures, the glass bulb contains the fluid Sheet 2 -8N or other applicable standards. Quick response in both the liquid and vapor phases. The vapor phase can sprinklers and standard response sprinklers should not be be seen as a small bubble. As heat is applied, the liquid ex- intermixed. The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive, Elmsford, New York 10523 Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: K Factor Sprinkler Identification Sprinkler Type Sprinkler Approval Number (SIN) US Metric Height Organization SSU SSP Standard - Upright (SSU) and Pendent (SSP) Deflectors Marked to Indicate Position /2" (15mm) Standard Orifice with )2" NPT (R)Z) Thread 5.6 80 2.2" (56mm) 12,3,4,5,6,7 R3625t R3615 '%, (20mm) Large Orifice with %' NPT (R /)Thread 8.0 115 2.3" (58mm) 12,3,4,7,8 R3622t . R3612 7,, fi' (17mm) Small Orifice with X," NPT (R,) Thread 4.2 60 2.2" (56mm) 1,2,8 R3623 R3613 %" (10mm) Small Orifice with X" NPT (R/ Thread 2.8 40 22' (56mm) 12,8 R3621t R3611 10mm Orifice XLH with R%" Thread _ 4.2 60 56mm 4,6,7 R3624 R3614 Conventional - Install in Upright or Pendent Position 10mm Orifice XLH with R 8 Thread 4.2 60 56mm — R3674 15mm Standard Orifice with A" NPT (R)) Thread 5.6 80 56mm • 4,6,7 R3675 I 20mm Large Orifice with 3 A" NPT (R 8.0 115 58mm 4,7 R3672 to Polyester coated upright UL and ULC listed corrosion resistant. � 4 35111 y,. Upright Pendent Conventional Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Nominal Thread K Factor Sprinkler Approval Sprinkler Identification Orifice Size US Metric Height Organizations Number (SIN) )," (15mm) __ )2' NPT (R1/2) 5.6 _ 80 2.2" (56mm) 1,2,3,4,5,7,8 R3615 72" (20mm) %" NPT (R 8.0 115 2.3" (58mm) 1,2,3,8 R3612 '76' (11mm) _Yz' NPT (R1/2) 4.2 60 _ 2.2" (56mm) 12,8 _ R3613 — ," (10mm) )Z" NPT (R'h) 2.8 40 2.2" (56mm) 1,2,8 R3611 , 10mm R08 _ 4.2 60 56mm 4,7 R3614 (1) Refer to escutcheon data table for approvals and dimensions. '. ( 57 VA" HOLE D /A I f 2 5/8" DIA. [66.7mmJ —� f` 2mmJ ---'.1 HOLE IN CEILING ' ' 2 • x ' 5 - Ob1 ___ I 2 5/76 DIA. [58.7mm] -� ■ (2''J –. I CUP 1 _ ( i T F- =1= ___ 1 II I /� ," A 7/2" R£OUCGC r TURN COLLAR i I - T - . - i 1 / — 1" x 7/2" REDUCER UNTIL TIGHT I 4 1il - AGAINST SFRINALER WRENCH BOSS - -- i 1 7 l / 9 i �� ' ° _ , _ _ ( � . � FACE OF FITTING 70 I •' — = • AFA,'USTME;J7 '') , / 0D ', V21 121 CEILING DIMENSION CEILING � 1� ®� I p 1, I r M , I 0� tla FACE OF FITTING TO FACE OF CE /LING + - ( I 1_ 1 1 8 - ', ' DIMENSION 1 2:i 32" Dm ADJUSTMENT ( 72 2mm1 , 36FG01_E 1 7J6FG05_A (IT REFER TO F, & F2 ESCUTCHEON DATA 7ABLE FOF A FROVALS AND DIMENSIONS (7) REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. 2. Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: K Factor Nominal Thread Sprinkler Approval Sprinkler Height Organizations Identification Orifice Size US Metric g g Number (SIN) ye '/2 " NPT (RY) 5.6 80 2.2 "(56mm) 1,2,3,6,8 R3685 15mm 1/2" NPT (RY) 5.6 80 2.2" (56mm) 4 (1) (1) LPC Approval is for Pendent position only. Deflector to Ceiling Orientation Dimension (Min. - Mx.) Upright 4" - 12" (102mm - 305mm) Pendent 6" - 12" (152mm - 305mm) Vertical Sidewall US Patent No. 6,374,920 Model F1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: I Approval Organizations K Factor and Type of Approval Sprinkler Nominal Thread Sprinkler Identification Orifice Size US Metric 1 Length Light Ordinary Number (SIN) _ Hazard Hazard }2" (15mm) y" NPT(R1/2) 5.6 80 I 2.63" (67mm) r 1,2,3,5,8 1,2,5,8 R3635 NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. FM Approvals do not permit recessed usage. 1 - 1 a 5 - luau _�_ Horizontal Sidewall -_ i t. ►. 3. Installation Quick response sprinklers are intended for installation as tle vacuuming. Remove any sprinkler which has been specified in NFPA 13, FM Global Loss Prevention Data Sheet painted (other than factory applied) or damaged in any 2 -8N or other applicable standards. Quick response sprin- way. A stock of spare sprinklers should be maintained to klers and standard response sprinklers should not be inter- allow quick replacement of damaged or operated sprin- mixed. klers. Prior to installation, sprinklers should be maintained The Model F1 FR Recessed Quick Response Sprinklers are to in the original cartons and packaging until used to mini - be installed as shown. The Model F1 or F2 Escutcheons illus- mize the potential for damage to sprinklers that would trated are the only recessed escutcheons to be used with the cause improper operation or non - operation. Model F1 FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Sprinkler Types When installing Model F1 FR Sprinklers, use the Model D Sprin- Standard Upright kler Wrench. When installing Model F1 FR Recessed Pendent or Standard Pendent Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any Conventional other type of wrench may damage these sprinklers. Sidewall (Vertical, Horizontal HSW1) Glass bulb sprinklers have orange bulb protectors to minimize Recessed Pendent bulb damage during shipping, handling and installation. RE- Recessed Horizontal Sidewall HSW1 MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- Finishes (1) m moval of the protectors before this time may leave the bulb vul- Standard Finishes nerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS Sprinkler Escutcheon Bronze BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS C Brass TO REMOVE THE PROTECTORS. Chrome Plated Chrome me Plated I White Polyester Coated White Painted (3) Temperature Ratings Special Application Finishes Sprinkler Sprinkler Escutcheon Classification Temperature Max. Ambient Bulb °C ,F Temp. Color Bright Brass Bright Brass Black Plated Black Plated Ordinary 57 135 100°F(38°C) Orange Black Paint Black Paint Ordinary 68 155 100f (38°C) Red Intermediate 79 175 150°F(66 Yellow Off White Off White Intermediate 93 200 150°F (66°C) Green Satin Chrome Satin Chrome High (1) 141 286 225 °F(107°C) Blue ( Other finishes and colors are available on special order. (1) Not available for recessed sprinklers. Consult the factory for details. Escutcheon Data ( FM Approvals is limited to bronze and brass, chrome or black plated finishes only. Escutcheon "A^ Face dFitting ( FP Push - on/Thread -off escutcheon. Model APPS Adjustment Dimension toCeIirgor (4) UL and ULC listed corrosion resistance. VVaICImension SIN numbers: R3621, R3622, R3623, R3625. Max Recess (38 „m) 15 /t6° Note: For X" orifice pendent FM approved white F1 1,2,4,8 Min Recess %° (5mm -24mm) polyester coated and UL approved white polyester (19.1 mm) corrosion resistant sprinklers refer to Bulletin 014. I 1y " F 2 12,3 (1),4,5,7,8 Max Recess (38.1 mm) ';6" -'Y6° Ordering Information Min Recess 75 /16' (5mm -17mm) Specify: (24mm) 1. Sprinkler Model FP 1,2 Max Re '' /,e' 1y" (38.1mm) cessed (11mm) 2. Sprinkler Type Thread off 12 Min Recessed 5161 1"(254itnrt) 3. Orifice Size _ (24mm) 4. Deflector Type No Dimensional Figure for FP 5. Temperature Rating I (1) Horizontal Sidewall is not FM approved in the reccesed configuration. 6. Sprinkler Finish Maintenance 7. Escutcheon Type The Models F1 FR and F1 FR Recessed Sprinklers 8. Escutcheon Finish (where applicable) should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean Note: When Model F1 FR Recessed sprinklers are sprinklers with soap and water, ammonia or any other ordered, the sprinklers and escutcheons are packaged cleaning fluids. Remove dust by using a soft brush or gen separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by R lai b l The Reliable Automatic Sprinkler Co., Inc. R cycled (800)431 -1588 Sales Offices Paper lizi (800)848-6051 Sales Fax Revision lines indicate u or new data (914)829 -2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed m U S.A 06/09 P/N9999970027 Schedule-1 O®/Schedu ie -40® Fully L e Sprinkler .. When you specify Allied Schedule -10 /Schedule -40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule -10 /Schedule -40 gives you the extra quality assurance you demand. Our Sch -10 (11/4"- 8 ") pipe and Sch -40 (1"- 21/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. O Galvanized Pipe Sch -40 Specifications Schedule -10 /Schedule -40 product can be "hot -dip" NPS Nominal I D Wt. Wt. (H20 filled) CRR galvanized to meet FM requirements for dry systems In; mm .,In, mfr ;,:. Lbs/Ft; kg/m Lbs /Ft;kg/m -_ . in accordance with the zinc coating specifications of 1" 1.049 1.680 2.05 1 ASTM A -123. 25 .2 6 . 2.5 3.05 - 11/4" 1.380 2.270 2.93 1 ® Superior Coating 32' , 35.1 '4.36 4.36 - Our advanced formula mill coating offers a clean, 11" 1.610 2.720 3.61 1 durable surface. It is also paint -ready for custom 40 . 40.9 4.0 5.37 - color applications without special preparation. 2" 2.067 3.650 5.13 1 50` 52.5 5.4 763- The internal surface of all Allied Tube & Conduit Fire - 21/4" 2.469 5.790 7.8 t Sprinkler pipe products up to 4.500" in diameter is 65 62.7 8.6 11.73 - coated with our new Antibacterial Formula, "ABFII ". In scientific laboratory tests, ABFII proved to have Sch -10 Specifications superior resistance to microbial colonization of pipe NPS Nominal I.D. Wt. Wt. (1120 Filled) CRR walls, thereby inhibiting or possibly preventing the In; mm In; min Lbs Ft; kg/m Lbs/Ft:kg/m onset of Microbiologically Influenced Corrosion 11/4" 1.442 1.810 2.525 7.0955 (MIC) upon installation and the first 25 flushes of 32 36.6 2.7 3.75. the fire sprinkler system.* 11/2" 1.682 2.080 3.04 5.6570 40 .. . 42.7 3.1 4.52 ® American Made 2" 2.157 2.640 4.22 4.5827 Meets "Buy American" requirement and is available 50 54.8 3.9 6.28 - through distributors in the USA, Canada, Mexico 21/2" 2.635 3.530 5.89 3.5196 and Latin America. 65, 66.9 5.3 8.77 3" 3.260 4.330 7.94 2.5550 ® Specifications & Approvals 80 82.8 6.4 11.82 Schedule -10 /Schedule -40 pipe are in compliance 4" 4.260 5.610 11.78 1.6020 with the following: ASTM A -135, and NFPA 13. 90 108.2 8.3 17.53 - AU pipe products have a rated working pressure 5" 5.295 7.77 17.33 1.4874 of 300 psi maximum and also meet the stringent 125 134.5 11.56 25.80 - requirements for the following applications and 6" 6.357 9.290 23.03 1.0251 tests: 150 161.5 13.8 34.27 - • Welded Outlets 8" 8.249 16.490 40.15 1.8365 • Hydrostatic Pressure 200 209.5 24.5 59.75 - • Side Wall Rupture ® APPR••ED * See ABFII warranty 9 -®allied ■ Customer Service .:(800) 882 -5543 Fax: (708) 339 -1806 TUBE & CONDUIT 16100 S Lathrop • Harvey, IL 60426 I 11350 Norcom Rd. • Philadelphia, PA 19154 1 2525 N 27th Ave. • Phoenix, AZ 85009 S5 -3 XL®/B LT® Galvanized c Lightwall Threadable i • Thread, groove, weld or XL/BLTSpecifications plain -end connections NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR CRR In; _mm r In; rnm Lbs/Ft;-kg/in Lbs/Ft; kg /m - Unthreaded .Threaded, • XL is manufactured with a 1 - 1.104 1.13 1.61 711 0.35 galvanized exterior coating 25 28.o , 1;8- 2.40 - - • BLT is manufactured with 11/4" 1.452 1.46 2.25 4.63 0.17 a black lacquer exterior 32 36.9 2.3' 3.35 - q 11/2" 1.687 1.76 2.84 4.83 0.18 coating 40 42.8 2.8 ` 4.23 - • UL and cUL listed 2" 2.154 235 4.06 4.20 0.21 50 54.7 3 7, .' 6.04 - • FM Approved 21/2"* 2.581 4.08 6.34 TBD TBD 65 65.5 ` 6.05' 9.45 - 3 " * 3.200 5.01 8.49 TBD TBD O The Original Threadable 80 81.2 7.43' 12.7 Lightwall pipe with ' only available inXL exceptional hyraulics and ® c ® economy. •V�RWED XL• /BLT pipe offers the maximum XL /BLT products have metallurgical inhibiting or possibly preventing the onset hydrauli c advantage of any available properties which provide excellent of Microbiologically Influenced Corrosion threadable sprinkler pipe with an inside fabrication characteristics for end prep (MIC) upon installation and the first 25 diameter up to 5% larger than Sch -40. finishes, welding and roll grooving. No flushes of the fire sprinkler system.* The use of XUBLT in conjunction with special process or equipment is needed for Dynaflow pipe can dramatically improve fabrication and installation. ® American Made the flow characteristics, thereby increasing the potential for "downsizing" system Meets "Buy American" requirement and is components. O Superior Coating available through distributors in the USA, The XL /BLT line of pipe is an exceptionally XL is manufactured with an exterior Canada, Mexico and Latin America. strong sprinkler pipe of the class generally galvanized coating while BLT is black known as "lightwall threadable pipe ". Its lacquer coated. Both exterior finishes offer O Specifications & Approvals wall thickness is less than that of Sch -40 a clean, durable surface ready for paint for XUBLT pipe is manufactured to meet or Sch-10, but the cold forming process custom color applications without special ASTM A -135, Grade A for fire sprinkler preparation. applications up to 300 psi in working undergone in manufacturing gives the pressure. Both products are UL listed for pipe mechanical strength characteristics The internal surface of all Allied Tube & wet, dry, preaction and deluge systems equivalent to those required for Sch -40. It Conduit Fire Sprinkler pipe products up and FM approved for wet sprinkler is designed for use in wet, dry, preaction to 4.500" in diameter is coated with our systems. XUBLT is cUL listed for wet, dry and deluge systems. XUBLT can be jointed new Antibacterial Formula, "ABFII ". In and preaction systems. All threaded and with threaded fittings (when in accordance scientific laboratory tests, ABFII proved welded fittings are approved in accordance with ANSI B1.20.1), roll grooved or plain to have superior resistance to microbial with NFPA 13. end couplings, or welded joints. colonization of pipe walls, thereby See ABFII warranty 9 • • cl le Customer Service (800)882 -5543 Fax: (708) 339 -1806 TUBE & CONDUIT 16100 S Lathrop • Harvey, IL 60426 1 11350 Norcom Rd. • Philadelphia, PA 19154 1 2525 N 27th Ave. • Phoenix, AZ 85009 S4 -3 C.I. THREADED FITTINGS STAR ®PIPEPRODUCTS C4.) U L 411> LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 Cast iron threaded fittings are UL, ULC listed and factory mutual approved for 300 psi service. Gray iron per ASTM Al26 class B. Dimensions conform to ANSI B16.4 class 125 except plugs conform to ASME B16.14. Threads are NPT per ANSI /ASME B1.20.1. A _ A 1 A "k IF I_ - 'fi CAST IRON STRAIGHT TEE CAST IRON 90 DEGREE ELBOW NOMINAL ITEM MAX. DIMENSIONS WBGHT NOMINAL ITEM MAX. DIMENSIONS WEIGHT SIZE CODE WORKING EACH SIZE CODE WORKING EACH (INCH) # P.S.I. A B PIECE (INCH) # P.S.I. A B PIECE 1 CT333 300 1.50 1.50 1.21 1 CB90033 300 1.50 1.50 0.95 11/4 CT444 300 1.75 1.75 1.87 11/4 CB90044 300 1.75 1.75 1.34 11/2 CT555 300 1.94 1.94 2.51 11/2 CB90055 300 1.94 1.94 1.80 2 CT666 300 2.25 2.25 3.96 2 CB90066 300 2.25 2.25 2.90 21/2 CT777 300 2.70 2.70 6.45 21/2 CB90077 300 2.70 2.70 4.75 A 4 CAST IRON RED. COUPLING NOMINAL ITEM MAX. DIMB4SION WEIGHT SIZE CODE WORKING EACH CAST IRON 45 DEGREE ELBOW (INCH) # P.S.I. A PIECE NOMINAL ITEM MAX. DIMENSIONS WEIGHT 1X1/2 CRCO31 300 1.70 0.62 SIZE CODE WORKING EACH 1X3/4 CRCO32 300 1.70 0.80 (INCH) # P.S.I. A B PIECE 1 CB45033 300 1.12 1.12 0.84 8 �� 1 1/4 CB45044 300 1.29 1.29 1.40 1 1 1/2 C B45055 300 1.43 1.43 1.80 2 CB45066 300 1.68 1.68 279 CAST IRON RED. 90 DEG. ELBOW NOMINAL ITEM MAX. DIMENSIONS WEIGHT SIZE CODE WORKING EACH LA p (INCH) # P.S.I. A B PIECE 1X1/2 CB90031 300 1.26 1.36 0.64 1X3/4 CB90032 300 1.37 1.45 0.87 CAST IRON PLUGS 1 1/4X1/2 CB90041 300 1.34 1.53 0.96 NOMINAL ITEM MAX. DIMBJSION WEIGHT 1 1/4X3/4 CB90042 300 1.45 1.62 1.13 1 1/4X1 CB90043 300 1.58 1.67 1.16 SIZE CODE WORKING EACH 1 1/2x1 1/2 CB90051 300 1.41 1.66 1.17 (INCH) # P.S.I. A PIECE 1 1/2x3/4 CB90052 300 1.52 1.75 1.28 1/2 CPL001 300 0.94 0.10 1 1/2X1 CB90053 300 1.65 1.80 1.51 3/4 CPL002 300 1.07 0.17 1 1/2X1 1/4 CB90054 300 1.82 1.88 1.62 1 CPL003 300 1.25 0.28 2X1/2 CB90061 300 1.49 1.88 2.00 11/4 CPL004 300 1.36 0.44 2X3/4 CB90062 300 1.60 1.97 2.05 11/2 CPL005 300 1.45 0.62 2X1 CB90063 300 1.73 2.02 2.10 2 CPL006 300 1.56 0.91 2X1 1/4 CB90064 300 1.90 2.10 2.30 2X1 1/2 CB90065 300 2.02 2.16 2.60 Page 19 C.I. THREADED FITTINGS STAR ®PIPEPRODUCTS U L �,..� LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 _r_r- # 1: " : CAST IRON CROSS °` 17 ~ NOMINAL ITEM MAX. DIMENSIONS WBGIiT B SIZE CODE WORKING EACH °` I (INCH) # P.S.I. A B PIECE ,,4 ti 1 CX033 300 1.50 1.50 1.54 Vii .. 4. in 1 1/4 CX044 300 1.75 1.75 2.40 v,- t 1 1/2 CX055 300 1.94 1.94 3.10 2 CX066 300 2.25 2.25 4.00 1 1/4X1 CX043 300 1.58 1.67 2.05 1 112X1 CX053 300 1.65 1.80 2.40 2X1 CX063 300 1.73 2.02 2.75 CAST IRON REDUCING TEE , NOMINAL ITEM MAX. DIMENSIONS WBGHT ^L ' SIZE SIZE CODE WORKING EACH _ (INCH) # P.S.I. A B C PIECE 1X1X1/2 CT331 300 1.26 1.26 1.36 0.95 1 ,. j r „ 1X1X3/4 CT332 300 1.37 1.37 1.45 1.10 1X1 /2X1 CT313 300 1.50 1.36 1.50 1.08 11 - 1 41 • 1X1X1 1/4 CT334 300 1.67 1.67 1.58 1.52 1 X1 X1 1/2 CT335 300 1.80 1.80 1.65 1.73 1 1/4X1X1/2 CT431 300 1.34 1.26 1.53 1.17 1 1/4X1X1 1/4 CT434 300 1.75 1.67 1.75 1.80 1 1/4X1X1 1/2 CT435 300 1.88 1.80 1.82 2.05 1 1/4X1 1/4X1/2 CT441 300 1.34 1.34 1.53 1.37 1 1/4X1 1/4X3/4 CT442 300 1.45 1.45 1.62 1.54 MKSrcrANFEKiEritli - I__ f f ` 300 iiii ■ c7 / c 300 I 1.50 1.80 Ma . MI 1 3 00 1.80 I 2.30 Mi KfriAN FM frill intikiAM .121/11 MEM MEW MUM MUM y 11 1 1/2X1 1/4X1 CT543 300 1.65 1.58 1.80 1.85 1 1/2x1 1/4x1 1/4 CT544 300 1.82 1.75 1.88 2.22 1 1/2x1 1/4x1 1/2 CT545 300 1.94 1.88 1.94 2.45 1 1/2X1 1/4X2 CT546 300 2.16 2.10 2.02 2.80 1 1/2X1 1/2X1/2 CT551 300 1.41 1.41 1.66 1.76 1 1/2X1 1/2X3/4 CT552 300 1.52 1.52 1.75 1.87 1 1/2X1 1/2X1 CT553 300 1.65 1.65 1.80 1.94 1 1/2X1 1/2X1 1/4 CT554 300 1.82 1.82 1.88 2.29 1 1/2X1 1/2X2 CT556 300 2.16 2.16 2.02 3.28 2X1X2 CT636 300 2.25 2.02 2.25 3.40 2X1 1/4X2 CT646 300 2.25 2.10 2.25 2.80 2X1 1/2X1/2 CT651 300 1.49 1.41 1.88 2.09 2X1 1/2X3/4 CT652 300 1.60 1.52 1.97 2.40 2X1 1/2X1 CT653 300 1.73 1.65 2.02 2.54 2X1 1/2X1 1/4 CT654 300 1.90 1.82 2.10 2.85 2X1 1/2X1 1/2 CT655 300 1.49 1.41 1.88 2.24 2X1 112X2 CT656 300 2.25 2.16 2.25 3.75 2X2X1 /2 CT661 300 1.49 1.49 1.88 2.60 2X2X3/4 CT662 300 1.60 1.60 1.97 2.71 2X2X1 CT663 300 1.73 1.73 2.02 2.97 2X2X1 1/4 CT664 300 1.90 1.90 2.10 3.32 2X2X1 1/2 CT665 300 2.02 2.02 2.16 3.72 2x2x2 1/2 CT667 300 2.60 2.60 2.39 5.10 Page 20 �p P3pUC and z . --. N - m � : ;' :'+a' �y , .- r-- , :' , ss ' 'a .,,, r , .N. -.z-,. +: .=a. f__., � , , s*�� - - .,'��.. '< . a' � �`'1' kG`f Y � 9 ° ` , 'fi 4 _ �.—� r ' � FM ®, ut. V ds 4 e nos V 4°'ed. _ , )se no on page 4 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 005 WITH VIC- PLUST" GASKET SYSTEM (NORTH AMERICA ONLY) ,.,. - FireLock® Style 005 rigid coupling has a unique, patented angle -pad design which allows the 4 housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle -pad design permits assembly by removing one nut /bolt and swinging the housing over the gasket. This PATENTED reduces components to handle during assembly. Style 005 FireLock coupling are designed and recommended for use ONLY on fire Vi protection systems. Gasket System Vic- PIusT"" Gasket System: In North America, Victaulic® offers a gasket system which requires no field lubrication on wet I?• pipe systems that are hydrostatically tested. The Vic- PIUSTM System (patented) is dry, clean, and non - toxic. It reduces assembly time substantially and eliminates the mess and chance of over- " lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1 -100) for , , supplemental lubrication requirements and dry pipe fire protection system notes. ''' Exaggerated for clarity LISTING /APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings /Approvals are subject to change and /or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Related Working Pressure - psi I Related Working Pressure - psi I Related Working Pressure - psi Pipe Size ' Pipe Size Pipe Size Sch.: Inches :0L - ULC ' FM , Sch, Inches -: UL 1210 FM Sch, Inches UL ULC FM 5 1% - 3 175 175 175 EL 1% - 2 300 N/A N/A MT ' 11/4 - 2 : 300 N/A N/A 1 %4 4 350 350 350 ET 11/4 - 2 300 N/A N/A STF .1 % - 4 N/A N/A 300 10, 40 5 - 8 300 300 300 EZ 4 - 6 300# N/A 300 Steady 1 1/4 - 2 N/A N/A 300 Thd. BLT - 11/4 - 2 300 300 N/A FF 1 ! - 4 N/A N/A 300 TF 3 - 8 N/A N/A 300 DF 1 1/4 4 300 300 300 GAL - 7 1% - 2 300 N/A N/A WLS ' 11/4 - 2 300 300 N/A DT 11/4 2 300 300 N/A MLT 1 % - 2 300 N/A N/A XL 11/4 - 3 300 300 300 EF 1 V- 4 175@ N/A 175 MF 1% - 4 300 N/A 300* * FM approved fot service in 11/2 - 4" pipe. # UL Listed for service up to 4" pipe only. @ UL Listed for service up to 3" only JOB /OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. C 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. liCtSlUliC. 111 " 1 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 1 U. UL Fire Lock° Rigid Coupling STYLE 005 WITH VIC- PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) DIMENSIONS Max. Work Max. End Allow. Pipe Bolt /Nut'e Approx. Size Pressure § * Load * End Sep. t No - Size Dimensions - Inches /mm Wgt. Each Y 14- Z ---1 Actual Outside i � 1iL lil Nominal Size Diameter PSI Lbs. Inches Inches Lbs. /J� f• Oa -r � P �''� ' /, Inches/mm Inchestmm kPa N mm mm`' X Y Z kg 1 1.660 350 755 005 2.75 4.50 1.88 1.2 �� 32 42.4 2413 3370 1.2 2 /a x 2 /, ' 70 114 148 0,5 1 ,i, r 1 1.900 350 990 0.05 2 3 /e x 2'b 3.00 4.75 1.88 1.2 40 48.3 2413 4415 1.2 76 121 i 148 0.5 Rated for wet and dry sprinkler systems at .- 2375 350 1550 0.07 2 _ /s x 2 /i 3.50 5.25 . 1.88 1.6 350 psi/2413 kPa for 1 - 4 "/32 - 100 mm 50 603 2413 690 1.7 89 133 148 0.7 sizes and 300 psi /2068 kPa for 4'/, - 8 "/108 21/2 2,875 350 2270 0.07 2 - 3 /e x 21/2 400 5.75 1.88 1.9 - 200 mm sizes; Schedule 10 roll grooved or 65 73.0 2413 10110 1.7 102 146 148 .09 Schedule 40 cut or roll grooved steel pipe. . 3.000 350 , 2475 0.07 4.13 5.75 1.88 1.9 Style 005 is rigid and does not accommodate 76.1 mm 2 - 2 %z expansion, contraction or angular deflection. 76.1 2413 11010 1.7 105 146 148 0 9 3 3.500 350 3365 0.07 463 6.13 1.88 2.1 80 88.9 2413 14985 1.7 2 - x 21/2 118 156 148 1.0 4 4500 350 5565 0.16 , 2 - 3/ e x 2' /z 5.75 7.25 2.13 3.1 100 1143 2413 24770 4.1 146 184 54 1.4 108.0mm 4.250 300 4255 0.16 2 - 3 /e x 2'h 5.63 725 2.13 3.1 108.0 2068 18940 4,1 143 I 184 54 1.4 5 5563 300 7290 0.16 2 - x 3 6.88 900 2.13 4.5 125 1413 2068 32445 ' 41 175 229 54 2.0 5.250 300 6495 0 6.63 9.00 2.13 4.5 133.Omm 133.0 2068 28900 4.1 2- '/x23/, 168 229 54 2.0 139.7mm 5500 300 7125 0.16 2 -'Y x 23/4 6.88 9.00 2.13 4.8 1397 2068 31715 4.1 175 229 54 2.2 6 6.625 300 10340 0.16 2 -'k x 3 8.00 10.00 2.13 5.0 150 168.3 2068 46020 4.1 203 254 53 23 6.250 300 9200 0.16 7.63 10.00 2.13 5.5 159.0 mm 1590 2068 40955 4.1 2 - /z x 2 3/ 194 254 54 2.5 6.500 300 9955 0.16 8.15 10.00 2.13 5.5 165.1 mm 165.1 2068 44295 4.1 2 -' /z x 3 207 254 54 2.5 8 8.625 300 17525 0.19 10.50 13.14 2.63 11.3 200 219.1 2068 78000 4.8 2 - s /8 x 4'/ 267 334 67 5A * Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for perfor- mance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 1/2 times the figures shown. t The allowable pipe separation dimension shown is for system layout purposes only. Style 005 couplings are con - sidered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. § Style 005 couplings are VdS and LPC Approved to 12 Bar /175 psi. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAUL IC COMPANY. ® 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. ictsulia • nr3r 1 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS I V. VL Fire Lock® Rigid Coupling STYLE 005 WITH VIC- PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. Housing Coating: Orange enamel (North America); red enamel (Europe) • Optional: Hot dipped galvanized Gasket: • Grade "E" EPDM — Type A Vic - Plus'" Gasket System A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Vic - Plus'" Gasket System, requiring no field lubrication for most installation conditions. • Grade "L " Silicone Recommended for dry heat, air without hydrocarbons to +350 °F and certain chemical services. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal® Gasket. Contact Victaulic for details. Bolts/Nuts: Heat - treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A -449 and physical requirements of ASTM A -183. A Standard gasket and FlushSeal gasket approved for dry pipe systems to — 40 °F / -40 °C. Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below 0 °F / -18 °C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and /or cracks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. • www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. jctaullia _ P SAF3sQN ST7EI PIPE EIR U 0TECJION DUC..IS Fire Lock® Rigid Coupling STYLE 005 WITH VIC- PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) GENERAL NOTES WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. • WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. • NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1 -100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. 111 HI 1111111111111111111 WCAS- 697KR4 For complete contact information, visit www.victaulic.com 10.02 1538 REV I UPDATED 9/2006 ictaulic VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 1 n nn S IP$ CARBQN TEES IPE FIRE PROTECTION PRQD C V V 7 eb ... s ° .. FireLock® Fittings ()41: € C ILPCBI Vds) o VN I IPO See Victaulic publication 10.01 for details FireLock® products comprise a unique system specifically designed for fire protection '; services. FireLock full -flow elbows and tees are a CAD - developed, hydrodynamic design that has a shorter center -to -end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Style 005 and Style 009 FireLock couplings. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Fitting Coating: Orange enamel. • Optional: Hot dipped galvanized. • JOB /OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com jctaulic' VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. ictaUIiC RFlf 4 7ttl1Z 1 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 1 V. V.7 • Fire Lock° Fittings • DIMENSIONS .CtoE+1 C j I • to E 1 CtoE 0 0' ; T f 4 0' 11 •<,( I to E l % O e O ' t o NO. 001 NO. 003 NO. 002 NO. 006 No. 001 No. 003 No. 002 No. 006 Size 90` Elbow 45' Elbow Straight Tee Cap Nominal Actual Approx. Approx. Approx. Approx. Size Outside Diameter C to E Weight Each C to E Weight Each C to E Weight Each Thickness "T Weight Each Inches Inches inches Lbs. Inches Lbs- Inches Lbs. Inches Lbs. mm mm mm kg mm kg mm kg mm kg 11/4 1.660 _ as 1 0.3 32 42.4 -t - 21 - 0.1 1 1900 - - - - - - 0.82 0.4 40 483 - - - 21 0.2 2 ' 2375 2.75 1.7 2.00 1.8 2 75 2.4 0.88 t 0.6 50 603 70 0 8 51 0 . 8 7 1.1 22 ; 0.3 2 Yz 2.875 3.00 3.1 225 2.2 3.00 3.6 0.88 - 1.0 65 73.0 76 1. 57 1.0 76 16 22 i 0.5 3.000 ; 3.00 3.30 225 2.4 76.1 mm 76.1 76 1.5 57 1.1 - - - - 3 3.500 3.38 4.0 250 3.1 338 5.3 0.88 1.2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 108 mm 4.250 4.00 5.7 3.00 5.1 400 7.5 108.0 102 2.6 76 2.3 102 3.4 - - 4 4500 4.00 6.7 100 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 . 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5.7 83 3.8 124 7.1 25 1.9 159 mm 6.250 5.50 12.6 350 92 550 179 158.8 140 5.7 89 4.2 140 8.0 - - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 59 150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. jctauhC PM/ 14 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 1 V. V.7 FireLock® Fittings FLOW DATA Frictional Resistance Size Equivalent Feet /meters of Straight Pipe t Actual No. 002 Nominal Outside Elbows Straight Tee Size Diameter Inches Inches No. 001 No. 003 mm mm 90° Elbow 45° Elbow Branch Run 1 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 1 1.900 2.2 1.1 5.5 2.2 40 48.3 0.7 0.3 1.7 0.7 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 2 2.875 4.3 2.2 10.8 43 65 73.0 1.3 0.7 3.3 1.3 3.000 I 4.5 2.3 11.0 4.5 a6.1 mm 76.1 1.4 0.7 3.4 i 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 108 mm 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 100 1143 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 159 mm 6.250 9.4 4.9 25. 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com jctassulic' VICTAULIC 1S A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. ict9Ulic' lath 14 tn 1 CARBQN STEEL PIPE — FIRE P TE I NPR DV T • • • FireLoc ® Fittings • GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009 and Style 009V couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non - Victaulic end cap products shall not be used with Style 009/009V couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. • NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 113 111111111111111111 WCAS- 7MX2JY For complete contact information, visit www.victaulic.com 10.03 1539 REV H UPDATED 1/2009 jctaulia VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. in n1 Reliable Fig. No.: REL -OSY- 200 -RW Resilient Seated- 200PSI -OS &Y Type � w~: 1 .. ~�� .I TE I APPROVED I Materials List Component Material BI I% i ! MI Body Cast Iron ASTM Al26 Class B I® ! Wedge Cast Iron ASTM Al26 Class B, EPDM Coated 7)4 co Wedge Nut Bronze ASTM B62 C83600 0-Ring EPDM �� L Stem Brass ASTM B16 C36000 WI Stainless Steel AISI 304 - r, % ' 1 0 § 1 G EPDM V & / ® Bonnet Cast Iron ASTM Al26 Class B �� A Packing Sq. Braided Non - Asbestos 1 Packing Gland Cast Iron ASTM Al26 Class B Yoke Nut Bronze ASTM B62 C83600 Washer PTFE /1 z i'/ Handwheel Ductile Iron ASTM A536 Gr. 65 -45 -12 21 ---- 1____21 I Lock Nut Ductile Iron ASTM A536 Gr. 65- 45 -12, Chrome Plated A Bolts & Nuts Stainless Steel General Dimensions (mm / Inch) Valve 65mm / 2 -1/2" 80mm / 3" 100mm / 4" 150mm / 6" 200mm / 8" 250mm / 10" 300mm / 12" Size mm Inch mm Inch mm Inch mm Inch mm Inch mm Inch mm Inch A 190.5 7-1/2 203.0 8 229.0 9 267.0 10-1/2 292.0 11-1/2 330.0 13 356.0 14 B(Open) 408.0 16- 1/16 485.0 19-1/8 605.0 23 -13/16 790.0 31 -1/8 1002 39 -7/16 1187 46-3/4 1422 56 B(Close) 350.0 13 -13/16 414.0 16 -5/16 491.0 19 -5/16 628.0 24-3/4 776.0 30- 9/16 933.0 36-3/4 1110 43 -11/16 C 184.0 7 -3/4 254.0 10 254.0 10 305.0 12 355.5 14 444.5 17-1/2 444.5 17 -12 D 178.0 7 190.5 7-1/2 228.6 9 279.4 11 343.0 13-1/2 406.4 16 483.0 19 Notes: 1. Design and dimensions conform to FM /UL and AWWA C509. 2. Flange to be BS4504 PN16. Other flange drillings available. 3. Fusion bonded epoxy coated interior and exterior. 4. Valve is rated at 200PSI for Fire Protection Service. • 5. Specify brass or stainless steel stem when ordering. • 2 . ARB STEEL PIPE GROOVED VALES • • • • • Butterfly Valves SERIES 700 Victaulic Series 700 butterfly valves are designed for bubble -tight shut -off to 200psi /1400kPa. Two piece stem permits narrow disc design for low pressure drop performance and is self- centering for positive shut -off. Valves are available with liners molded from EPDM for water service to +230 °F / +110 °C or nitrile for oil services to +180 °F / +82 °C. Refer to Liner /Disc Selection for general service recommendations. Series 700 butterfly valves are available in 1 - 6740 - 150mm sizes. The body is fully rubber lined, and the valve housing is cast of durable ductile iron. Standard disc is LEVER HANDLE aluminum bronze (also available in 316 stainless steel), with a two position cast handle With padlock feature as the standard operator. Victaulic recommends the use of Style 07 Zero -Flex /Style 107 QuickVic rigid couplings with the Series 700 butterfly valve to eliminate joint deflection or valve rotation at the coupling connection to the piping system. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12, painted black. Body: Carbon steel, elastomer lined. Seat/Liner: (specify choice *) • Grade "E" EPDM EPDM (Green color code). Temperature range -30 °F to +230 °F / -34 °C to +110 °C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for cold +86 °F / +30 °C and hot 180 °F / +82 °C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrile (Orange color code). Temperature range -20 °F to +180 °F / -29 °C to +82 °C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150 °F / +66 °C or for hot dry air over +140 °F / +60 °C. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Liner /Disc Selection for specific service recommendations and for a listing of ser- vices which are not recommended. Stem- Upper /Lower: 416 stainless steel Disc: Aluminum bronze • Optional: 316 stainless steel Handle: Cast ductile iron 0 -ring: (Same as seat) Track Bolts: Steel, Electroplated Nuts: Steel, Electroplated JOB OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED.. ICtaul.0 RFV F nano 1 CARBON STEEL PIPE - GROOVED VALVES V O. V a Butterfly aloes SERIES 700 DIMENSIONS STANDARD PROFILE BFV Aprx. Weight Size Dimensions - Inches /millimeters Each Nominal Actual Size Outside Dia. Inches/mm Inches /mm A B D G K Lbs.kg K 1 16 1900 3.63 338 1.63 550 4.44 2.8 fl 40 483 i 922 859 41.4 139.7 112.8 1.3 '` ` tll 2 ( 2.375 4.06 119 1.87 5.50 471 33 II 50 ' 60.3 1031 81.0 47.5 139.7 119.6 1.5 ``°`_ N "tI 2'Y2 2.875 4.87 3.81 2.50 7.00 5.31 ( 6.4 'I �/' G\ D � I 65 _ 73.0 123.7 96.8 635 1728 1349 2.9 , / 3 ( 3.500 5.62 3.81 2.75 700 562 6.8 '+ B 80 i 88.9 142.7 96.8 69.9 1778 142.7 3.1 1 �� - 6140 - 150 MM (TYPICAL) 4 - j 4500 700 4.56 3.50 9.00 6.69 ( 12.1 100 114.3 177.8 115.8 88.9 228.6 179.9 s 5.5 5 j 5,563 1 8.50 5.81 4.00 12.00 8.25 26.1 125 ! 141.3 215.9 147.6 1016 304.8 209.6 11.8 T . 6 1 6.625 950 5.81 4.50 12.00 8.78 i 325 150 I 168.3 241.3 147.6 114.3 304.8 223.0 14.7 165.1 mm 6.500 j 950 5,81 450 12.00 8.78 305 165.1 2413 147.6 1143 304.8 223.0 13.8 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED. ,CtBUl,a t1R r Ic 9 GFV r CARBON STEEL PIPE - GROOVED VALVES V O. V Z Butterfly Valves SERIES 700 PERFORMANCE C values for flow of water at +60 °F / +16 °C with various disc positions are shown in the table below. Formulas for C Values: OP = 02 Where: C 2 Q = Flow (GPM) AP = Pressure Drop (psi) Q = C� x c= Flow Coefficient Size FLOW COEFFICIENTS - C,, Disc Position (Degrees open) Actual 90 Nominal Outside Size Diameter Inches /mm Inches/mm 154 1.900 36 40 48.3 2 2.375 70 50 ' 603 2'h 2.875 120 65- 73.0 3 3.500 180 80 88.9 4 4.500 520 100 114.3 5 5563 800 125 141.3 6 6.625 1300 150 168.3 165.1 mm 6.500 1300 165.1 FLOW CHARACTERISTICS The chart below expresses the flow of water at 65 °F /18 °C through a full open valve. 5.0 , .:.. ...., 4 A .....,... __......._...,� -_ _ > ., ._ ... .... 3.0 - - 20 .. _ ..... 154 2' 254" 3" 4" 5' 6" & 654 OD. a 1.0 O 0.9 cc Oa O Lu 0.7 CC 0.6 N as ... .... ,... i _ W 0.4 a 02 ; 0.1 _.. 10 20 30 40 60 80 100 200 300 400 600 1,000 2,000 4,000 800 3,000 FLOW RATE - G.P.M. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED. iCtaul.c Tart/ F no r1 Amo TEEL PIPEGRQ,QVED VALVES V • �$v isi ''S �a."�, `..»�a ;' nw. h ,L ;:,. .�..e,w. {YS, 7- .r x.€ Butterfly Valves SERIES 700 TYPICAL SPECIFICATIONS Grooved end butterfly valves as manufactured by Victaulic Company, shall be incorporated wherever possible, in lieu of wafer, lug, or flanged -type valves. Valves shall have grooved ends designed to accept grooved mechanical couplings (from the same manufacturer) without field preparation. Valves shall have operating conditions not to exceed —30 °F to +230 °F / -34 °C to +110 °C temperature range according to the valve lining selected (refer to manufacturer's data) and must provide service from 29.9 inches of mercury vacuum service through 200 psi /1400kPa. Shut -off must be bubble -tight to full pressure rating and provide dead -end service. • WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. III INIIININHUNIIIII IW WCAS-6NHG9J For complete contact information, visit www.victaulic.com 08.05 1664 REV E UPDATED 11/2008 ictaulic VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED. OR nc RBN$TEEL PIPE ROtVED VALVES • � • _i.. Vic-Check® Valves SERIES 716H/716 The Series 716H/716 check valves are a product of computer assisted innovative engineering with quality features including a new hydrodynamically efficient profile. , The Vic - Check® valve utilizes a spring- assisted, single -disc design that achieves a 3 ,¢' leak -free seal with as little as 5ft. /1.5m of head pressure. The valve can be installed in both horizontal and vertical positions. Series 716H/716 check valves are engineered for long life and seize -free sealing. For the Series 716H, in 2- 3750 -80mm sizes, the stainless steel disc seats against the o -ring seal RIES 16H E SRIES 0- SIZES SE 2 - 3'/50 7 - 8o MM SIZES 4 - 1 00 - 300 MM which is mounted on the electroless nickel plated end face. The Series 716, in 4- 127100 -300 mm sizes, feature an elastomer encapsulated disc and a welded in nickel seat. 2- 3750 -80 size check valves are rated to 365 psi /2500 kPa and 4- 127100 -300 mm sizes check valves are rated to 300 psi /2065 kPa. All sizes are factory tested to the rated working pressure. Drains can be optionally provided both upstream and downstream of the disc. Grooved ends allow fast, easy installation with just two Victaulic couplings. The valve may also be connected to flanged (ANSI Class 150) components using Style 741 Vic - Flange adapters on either end. JOB OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. jotallliC oru r nR CARBON STEEL PIPE - GROOVED VALVES VO. VO Vi - C ® Valves SERIES 716H/716 I4 a , 4 SERIES 716H SERIES 716 SIZES 2 - 3750 - 80 MM SIZES 4 - 127100 - 300 MM MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. Body Seat: Sizes 2 - 3 "/50 - 80mm machined surfaces electroless nickel plated. 4 - 127100 - 300mm integrally welded -on nickel alloy. Disc Coating 0- rings: (Specify Choice) • Grade "E" EPDM EPDM (Green color code). Temperature range -30 °F to +230 °F / -34 °C to +110 °C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for for cold +86 ° F / +30 ° C and hot +180 ° F / +82 ° C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrile (Orange color code). Temperature range -20 °F to +180 °F / -29 °C to +82 °C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140 ° F / +60 °C and water over +150 °F / +66 °C. NOT RECOMMENDED FOR HOT WATER SERVICES. • Grade "0" fluoroelastomer Fluoroelastomer (Blue color code). Temperature range +20 °F to +300 °F / -7 °C to +149 °C. Recommended for many oxidizing acids, petroleum oils, halogenated hydrocarbons, lubricants, hydraulic fluids, organic liquids and air with hydrocarbons to +300 °F / +149 °C. Services listed are General Service Recommendations only. It should be noted that there are services for which these disc liners are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific liner service recommendations and for a listing of services which are not recommended. Discs: 2- 3750 -80 mm the stainless steel disc seats against the o -ring seal which is mounted on the electroless nickel plated end face; 4- 12'/100 -300 mm feature an elastomer encapsulated disc and a welded in nickel seat. Shaft: 2 - 3 "/50 - 80mm Brass. 4 - 127100 - 300mm Type 316 stainless steel. Spring: All sizes Type 302/304 stainless steel. Shaft Plug: 2 - 3'/50 - 80mm only; Type 416 stainless steel. Pipe Plug: 4 - 12" /100 - 300mm only; carbon steel zinc plated to ASTM B -633. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. iCtaUI.0 !1R fla ? 17 FV F CARBON STEEL PIPE - GROOVED VALVES VO. VO Vic-Check® Valves SERIES 716H/716 k - SERIES 716H SERIES 716 SIZES 2 - 3750 - 80 MM SIZES 4 - 127100 - 300 MM DIMENSIONS Approx. Size Dimensions - Inches /mm Wgt. Each B i< A _,. -.._ _ Actual Jam Nominal Outside U Size Diameter Overall ( 0 _eI 11011_ l !Weill ii Inches/ Inches/ E -E Width Lbs. Ilk ll D mm mm A B. C 0 E. 1 K P R kg • I 6i 0 2 ` 2375 8.66 6.46 3.23 1.48 3.02 2.80 _ _ 4.25 10.7 tIt- g_ T 50 50.8 220 164 82 38 77 71 108.0 • 4.9 21/2 2.875 9.37 6.94 3.31 1.66 3.40 338 4.38 3.6 O' /z" NPT Upstream Drain (Optional) 65 73.0 238 176 84 42 86 86 111.3 1.6 ©'/i NPT Downstream Drain (Optional) 3.000 937 6.94 3.31 1.66 3.40 338 438 3.6 SERIES 716H 76.1 mm 76.1 238 176 84 42 86 86 1113 1.6 TYPICAL 2 - 3750 -80 MM 3 3.500 9.62 7.44 3.53 '', 1.91 3.65 338 4.63 4.5 80 889 244 189 90 49 93 86 - 117.6 2.0 4 A- 4 4.500 9.63 6.00 3.90 2.75 3.50 2.00 4.50 3.50 3.35 16.0 -- R 100 1143 245 152 99 70 89 51 114 89 85 7.3 0 5.500 10.50 6 80 4 50 4.17 4.17 27.0 1 II ►vis 2.15 5.88 4.08 4.02 139.7mm 139.7 267 173 114 106 106 55 149 104 102 123 � 5 II� III _4_;. O III o 125 5.563 10.50 670 173 114 106 106 55 149 104 4.02 20.0 9.1 d I 6 6.625 11.50 8.00 5.00 4.50 4.50 2.38 6.67 4.73 3.89 28.0 N : - r . -> _ j j . 0 150 168.3 292 203 127 114 114 61 169 120 99 12.7 6.500 11.50 8.00 5.00 4.50 4.50 2.38 6.67 4.73 3.89 28.0 0'/ NPT Upstream Drain (Optional) 165.1 mm 165.1 292 203 127 114 114 61 169 120 99 12.7 Oz %" NPT Downstream Drain (Optional) 03 2" NPT (Drain Optional) 8 8.625 14.00 9.88 6.10 5..05 5.65 2.15 8.75 5.70 5.75 40.0 SERIES 716 200 219.1 356 251 155 128 144 55 222 145 146 18.1 TYPICAL 4 - 87100 -200 MM 10 10.750 17.00 12.00 7.10 5.96 6.69 2.15 10.92 6.93 _ 100.0 N 250 273.0 432 305 180 151 170 55 277 176 45.4 A 12 12.750 19.50 14.00 8.10 6.91 7.64 2.51 12.81 7.93 _ 140.0 Uji r r 4 , III I) 300 323.9 495 356 206 176 194 64 325 201 63.5 II�IDD E k- K--► O i i O • B --.1:F r0 %z" NPT Upstream Drain (Optional) © NPT Downstream Drain (Optional) SERIES 716 TYPICAL 10 - 121250 -300 MM www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. jctaulia DPW G nR rig g CARBON STEEL PIPE — GROOVED VALVES V O. V O Vic hey ° Valves SERIES 716H/716 • SERIES 716H SERIES 716 SIZES 2 — 3750 — 80 MM SIZES 4 — 127100 — 300 MM PERFORMANCE Vic -Check valves combine high pressure capabilities with low pressure drop performance. The grooved end design permits fast, easy installation. The seat provides leak -free sealing under condi- tions as low as five feet of head. C,/K values for flow of water at +60 °F / +16 °C with a fully open valve are shown in the table at right. Formulas for C)K„ values: AP = Q Where: AP = Qz Where: C z Q = Flow (GPM) Q = Flow (m /h) AP = Pressure Drop (psi) AP = Pressure Drop (bar) Q = C x AP C = Flow Coefficient Q = K x AP K = Flow Coefficient Valve Size C, /K, Valve Size C)K Valve Size C /K, Actual Actual Actual Nominal Outside Nominal Outside Nominal Outside Size Diameter Size Diameter Size Diameter Inches/ inches/ Inches/ Inches/ Inches/ Inches/ mm mm (Full Open) mm mm = (Full Open) mm mm (Full Open) 2 2.375 160 4 4.500 390 6 6.625 1000 50 50.3 138 100 114.3 337 I 150 168.3 865 21/2 2.875 215 5.500 700 ( 8 8 8.625 1800 65 73.0 186 ' 7mm 139.7 606 200 219.1 1557 761 mm 3.000 215 5 5.563 700 I 10 5 10.750 3000 76.1 186 125 141.3 606 250 273.0 2595 3 3.500 315 165.1 mm 6.500 1000 12 5 12.750 4200 80 88.9 273 165.1 865 300 323.9 3633 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. jctaulic' nsz pry CARBON STEEL PIPE — GROOVED VALVES V 0. V 0 Vic-Check® Valves SERIES 716H/716 SERIES 716H SERIES 716 SIZES 2 - 3750 - 80 MM SIZES 4 - 127100 - 300 MM • FLOW CHARACTERISTICS The chart below expresses the flow of water at 60 °F /16 °C through valve. NOTE: Placement of check valves too close to sources of unstable flow will shorten the life 10 ■••.... ■...... ..• of the valve and potentially may damage the i1" 111�"����WA111���� " "������ ■ ■ .v.111 1aiva w _ system. To extend valve life, valves should be ■nn��mowArAwa/i��viimmmma■moi installed a reasonable distance downstream _ �111II ∎�/AMITAI IIMIII■ViIIIIMI�II�l 11111111MW111G4511WAK�IAIIK111F� 1111 from pumps, elbows, expanders, reducers or a "111N ' efR/ p r other similar devices. Sound piping i in m i rt - 1�11 � ► o f , FI r �I-_1,1 N r I , � I ^ by a ry o ry,i%/'11111 dictate a minimum of five (5) times s ipes the he pipe O diameter for general use. Distances between -J 1 i iiiir "" "' three (3) and five (5) diameters are allowable g " '••� � , - 4 ,- .4 ■ F. ■ m n ,..... ■ ■ ■ ar . M. provided the flow velocity is less than eight v'", �govia� ..ii....w ∎ ∎l�• ��IV.% IoII (8) feet per second (2.4 meters per second). cc 11 /51M111P202111A//.1111♦111111111M -1E1 Distances less than three (3) diameters a EMPO Pla111111111011 R%�u�/� /■"„"'�"' /�J��1� are not recommended and will violate the -"I Victaulic product warranty. 01 AV� 10 100 1000 10000 100000 FLOW RATE - G.P.M. 100.00 nnnmnmu.nrama almsmominsig nomamismnan. 1•1111n11•11■11nr111MINIIM■■IIIn IMoEwMIIMIMMIIInnI EMMINIMIEMIIMOMMUN winnMEMENIMINEM EMI 11111=1M111■111111/MAW N /N2 1111/AFAM4nHi ��, 1 ' 1 ! O" / / A I III � o^b eE ° 10.00 1∎__::: ; Qr , 8 ro III.•• ���a s �� r ` : ,tea • w ce simil_•onamnimn r1 I /IIIIIIMIIIW /AMMIMIIIMIIId . H �nnl•�MINIAWIV r/IMWAIV./����®I LA -®Il ITAFr IIIB4l��• ®® LIJ cr MI 1111_1�r , �� /I 11•111111111I , I • 1 1.00 10 100 1000 10000 100000 FLOW RATE (Litres /Min) www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. �Ct'aVhC PVII r nano ti C ARBQN STEEL P PE 1339I � R { y L vEs r N '� s „ ■ ViC-Check Valves SERIES 716H/716 SERIES 716H SERIES 716 SIZES 2 - 3750 - 80 MM SIZES 4 - 127100 - 300 MM WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. UPDATED 8/2009 08.08 1473 REV F jctauIic VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. nR np ES- A- 1000DCV -L A Series 1000DCV 1005DCV 1010DCV A M E S Detector Check Valves FIRE &WATERWORKS Sizes: 4" - 10" (100 - 250mm) Features • Fabricated steel body provides a much k ry lighter weight unit than cast steel or ductile iron • Approved for mounting in horizontal or vertical positions 1000DCV • Prevents backflow from fire prevention _ systems F • Used to isolate fire systems from public main during pumper boost of fire system • Ames- GuardTM epoxy coating is rust resistant and . impervious to most chemi- cals 1010DCV Available Models ..s. � 1000DCV - 4 " -10" (100- 250mm) 125# flanged end connections 1005DCV - 4 " -6" (100- 150mm) 125# flanged x grooved end 1005DCV connections 1010DCV - 4 " -6" (100- 150mm) grooved x Series 1000DCV Detector Check Valves detect any leakage or unautho- grooved end connections rized use of water from fire or automatic sprinkler systems. The valve also with bypass specify suffix: isolates water from the public water mainline. During times of minimal CFM - cubic feet per minute meter GPM - gallons per minute meter water flow, the valve clapper remains closed so that the water flows through a bypass meter (optional). When fire flow is required, the water LM - without meter demand will open the clapper to allow full water flow. Standard units are less bypass Materials Specifications Body: fabricated steel A Detector Check Valve shall be installed on fire protection or automatic Knuckle Joint Assembly: stainless steel linkage sprinkler systems when connected to the potable water supply. The valve Seat: Bronze ASTM B63-82 body shall be formed, welded units, in heavy steel. The valve shall be hydrostatically tested in excess of 700psi (48 bar). Valve construction shall eliminate any possibility of defects such as sand pits and blow holes which Pressure — Temperature may occur in casting. All linkage parts shall be stainless steel. The removal - Maximum Working Pressure: 175psi ble clapper seat ring should be bronze. Each valve shall be individually test - (12.06 bar) ed before shipping. in Valves shall be fusion bonded epoxy coated in accor- Temperature Range: 33 °F - 110 °F (5 °C - 43 °C) (5°C with AWWA C550. Valve shall be an Ames Fire & Waterworks Series 1000DCV. Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com Approvals kPa psi 4" (100mm) ® ® 28 4 Listed y 21 3 o Flange bolt pattern and hole diameter in accor- Et! 14 2 dance with ANSI B16.5 Class 125 /AVVWA C207 a 7 1 Class D • Body nameplate provides nominal size, direction 0 200 300 400 500 600 700 800 gpm of flow, PSI rating, year of manufacture and 760 1140 1520 1900 2280 2660 3040Ipm approval marks Flow Rate kPa psi 6" (150mm) 28 4 •� 21 3 ' Dimensions — Weights s 1 14 2 p. 7 1 r r I•I I �1 \ \ \ \ \ \ \ \ ► \ \`` \\ c 0 0 i�I //i — /ii�t 1000 1100 1200 1300 1400 1500 1600 gpm • `. = •' f •' 3800 4180 4560 4940 5320 5700 6080 pm , _ ' - _ ` Row Rate A _._. _ kPa psi 8" (200mm) , Jlll!nullu8` ' LEI 28 4 • • • � _ © �?1�'l�� 1 21 3 • F —1 , - — i -- t 14 2 ----- „'�, ■ 4 7 1 MI A ( 0 0 2000 2100 2200 2300 2400 2500 2600 2700 2800 gpm 7600 7980 8360 8740 9120 9500 9880 10260 10640 pm Flow Rate kPa psi 10” (250mm) 1-....i...... ui ni s 28 4 • '��1 21 3 . c a o 41 p t 14 2 ��. 1 0 4 a 0. 0 0 - 2500 3000 3500 4000 4500 5000gpm a p 9500 11400 13300 15200 17100 19000 pm Flow Rate B IMPORTANT Inquire with goveming authorities for local installation requirements. Dimensions Size (DN) A B C D E F G Weight in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm Ib. kg 4 100 1612 419 9 229 121/2 318 12 308 1 NPT 25 41/2 114 % 16 60 27 6 150 22 559 11 279 15%6 384 17 432 112 NPT 38 5 140 1 Yi6 17 96 74 8 200 26 665 131/2 343 17 450 21 533 2 NPT 51 6 171 11 /16 17 154 70 10 250 36 914 16 406 21 533 28 711 2 NPT 51 8 203 1 Y16 17 179 81 Consult factory for 1005DCV and 1010DCV dimensions. A AMES 1S09001 FIRE &WATERWORKS A Division of Watts Regulator Company www.amesfirewater.com CERTIFIED 1427 North Market Blvd. • Suite #9 • Sacramento, CA 95834 • Phone: 916- 928 -0123 • Fax: 916- 928 -9333 ES- A- 1000DCV -L 0517 ©Ames Co. 2005 Bulletin 333 B Rena id .. Model DDX -LP is Dry Pipe Valve System 2 (50mm), 2% "(65mm) co 03 3 „ (80mm) & 76 mm Sizes co Features 1. Differential -type valve, lightweight, dependable construction. 11 2. Low -to- 26 psi (0, 7 r bar d -to- , 8 bar). psi 1-7 3 0 . Reset externally. Cover removal is not i(�►” � �'p = r - required. � �� %: ;�� priming water requirement. p g q T ��r� 4. No T 5. Hydrostatic testing with the clapper in = ; the closed position. 6. No riser check valve required. k A 7. One main drain. 4, I: .elms 8. Dain valve to drain standing water 0~ column. 9. Valve latches in open position. No pressure operated relief valve is re- rZil ` cvlsim & , quired. �w r ` #` �.� k _ ' lll► . 10. Nitrogen pressurized system optional. : 1 �! � 1 1. Grooved inlet and outlet connections. ] r %, 1r :7 12. Pressure rating of 250 psi (17,2 bar). „^ � � IF i iVii ;,r•A t _ - LAtergii:, " t i I 7,1 il N -411 L- 1 d o lie Listings & Approvals ^ d i _ �+ o v ) 1. (p :r Reliable Model DDX-LP Dry Pipe Valves, com- ft.. ti; 10W-11W '� 4,, � plete with trim that includes a Model LP Dry Valve �' , 4 �� Actuator, and only when used as the valve manu- i' ii facturers complete system are: 1 ' ./ =, , 1 ,� 1. Listed by Underwriters Laboratories, Inc. �_ 1/I 0 '1 and UL certified for Canada (cULus). fl 333CVRA 2. Certified by Factory Mutual Approvals (FM). _ The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 ew x4 S =\ Q 40 y . W in W ^ � 4 er > Q N J � °i 8 w 1 0 O Y u > W `w �\ • m3 io I§ d $ W 8 ti O Q a . 3 S ir 0 V 0 y it R z. a � (� VI: .................Ailebm y.— ce z :! I i 1 k J cn > < t *m_,,,li _ x V111111111111610A-; ` � _ \ t 0. 4 ¢' -- 0 WW Q U O. 2. General of this device allows a releasing discharge of water from the The Reliable Model DDX -LP Dry Pipe Valve is a pushrod chamber's outlet connection. Since the pressure hydraulically operated, differential -type valve (see Fig 1.) cannot be replenished through the inlet restriction as rapidly designed for use as a primary control valve in a low pressure as it is vented, the push rod chamber pressure falls dry pipe valve system. The trim set used with the Model instantaneously. When the push rod chamber pressure DDX -LP Dry Pipe Valve contains the Reliable Model LP Dry approaches approximately one -third of the supply pressure, Valve Actuator releasing device. This Actuator allows the the upward force of the supply pressure acting beneath the system's air or nitrogen pressure requirement to be clapper overcomes the lever- applied force thereby opening considerably less than the available water supply pressure the clapper. (see Table A). The following benefits are a direct result of lower Once the clapper has opened, the lever acts as a latch, air pressure: preventing the clapper from returning to the closed position. 1. In refrigerated area systems, lower air pressure Water from the supply flows through the Dry Pipe Valve into decreases the possibility of ice plugs, which could the system piping. Water also flows through the Dry Pipe impede or prevent the flow of water to sprinkler Valve's alarm outlet to the alarm devices. heads in the event of fire. After system shutdown, resetting the Model DDX -LP Dry 2. Lower air pressure (volume) will enable smaller Pipe Valve is quite simple. Doing so only requires pushing in capacity, lower cost dehydration equipment when it and tuming the reset knob at the rear of the valve (see Fig. 1). is required. The external reset feature of the Model DDX -LP Dry Pipe 3. Lower air or nitrogen pressure can reduce water Valve provides a means for simple, economical system delivery time when the system actuates, and in testing, which is one essential facet of a good maintenance some cases, may eliminate the need for an program. The external reset feature does not, however, accelerator. eliminate another important facet of good maintenance, 4. Low pressure requirements make the use of dry namely, periodic cleaning and inspection of the internal valve nitrogen gas, instead of air, practical even on larger Pans' systems. Resulting benefits include a lower -than -air In the event that water builds up inside the valve due to dew point, which minimizes ice plugging of system condensate from the air supply system or water left inside lines, and enhances user friendliness" during from valve system testing, a drain is available for venting. installation and operation. After closing the main supply valve, a small valve over the drain cup can be opened slightly until the water inside the 5. System maintenance is simplified since priming valve body and the main pipe column has drained. See the water is not required and the Dry Pipe Valve can be section titled "Draining Excess/Condensate Water From reset externally without cover removal. This is System" in this bulletin for the detailed procedure. accomplished by pushing in and turning the The Model B Manual Emergency Station (see Fig. 4) is also external reset knob at the rear of the Dry Pipe Valve included in the Model DDX-LP Dry Pipe Valve trim set. It (see Fig.1). This feature provides a significant consists of an aluminum nameplate mechanically attached to system- restoration time advantage. a ball The Model DDX -LP Dry Pipe Valve's trim set (see Fig.2) against valve. cidentall turn tuming handle to the position ( yst provides all of the necessary (and system • p ary equipment for connections to discharge) by a nylon cable tie provided with each trim kit. the pushrod chamber's inlet and outlet ports, the 1/ (30mm) The cable tie is inserted, as shown in Fig. 4, after the system main drain, alarm devices, air supply, water supply and has been restored for operation. The nylon cable tie is required pressure gauges. This trim set is available in designed to allow, in case of an emergency, forceful turning of individual parts, in time - saving, segmentally assembled kit the valve handle to the ON position. As an alternative to the forms, or fully assembled to the Model DDX -LP Dry Pipe Valve Model B Hydraulic Manual Emergency Station, the Model A (with or without a control valve). Hydraulic Manual Emergency Pull Box (see Reliable Bulletin All the sizes of the Model DDX -LP Dry Pipe Valve trim sets 506) is also available and can be provided as an option. may be equipped with the optional Reliable Model B1 Whenever ambient temperature conditions are high, the Accelerator, trim kit P/N 6516000003, (see Figs. 2 & 3). This water temperature in the Model DDX -LP Dry Pipe Valve's device acts as an exhauster which will hasten the operation of pushrod chamber could possibly increase, thereby the Model LDX Dry Valve Actuator and minimize the water increasing the pressure in the chamber to values exceeding delivery time for the entire system. the rated pressure of the system. In an indoor installation System Operation where standard room temperatures are exceeded, a The Reliable Model DDX -LP Dry Pipe Valve is shown in pressure relief kit may be needed. Pressure relief kit, P/N both closed and open positions in Fig. 1. In the closed 6503050001, can be installed into the pushrod chamber's position, the supply pressure acts on the underside of the releasing line to limit the pressure to 175 psi (12,1 bar). clapper and also on the push rod through the push rod Hydrostatic Testing of DDX Valves and DDX Systems chamber's inlet restriction. The resultant force due to the As required by NFPA 13, fire sprinkler systems with supply pressure acting on the push rod is multiplied by the working pressures up to and including 150 psi are to be mechanical advantage of the lever and is more than sufficient hydrostatically tested at a water pressure of 200 psi and to hold the clapper closed against normal supply pressure maintain that pressure without loss for two hours. Fire sprinkler surges. systems with working pressures above 150 psi are required to When a sprinkler operates, there will be a loss of air or be hydrostatically tested at 50 psi above the system working nitrogen pressure in the sprinkler system's piping which will pressure and maintain that pressure without loss for two cause the Model LP Dry Valve Actuator to open. The opening hours. In addition to the hydrostatic tests described above, 3. dry pipe and double interlock preaction systems require an Hydrostatically testing the valve and trim to pressures additional low pressure air test. In some cases, hydrostatic higher than their rating is limited to the hydrostatic test as testing (in accordance with the NFPA 13 requirements noted referenced by NFPA13. It does not address the above) will result in pressures that exceed the working occurrence(s) of a "water hammer" effect, which can indeed pressure of the valve and trim kit for the two-hour test period. damage the valve. A "water hammer" in the water supply The valve and applicable trim kit have been tested, piping of the valve can create pressures in excess of the rated approved and listed under these conditions and as such, pressure and should be avoided by all necessary means, hydrostatic testing in accordance with NFPA 13 is This condition may be created from improper fire pump acceptable. In addition, the clapper can remain in the closed settings, underground construction work, or an improper position and the trim kit need not be isolated, as each has venting of trapped air in the water supply piping. been designed to withstand hydrostatic testing as required by NFPA 13. MODEL DDX -LP DRY PIPE VALVE TRIM FROM AIR OR NITROGEN SUPPLY g PRESSURE ri rir 1 I "� ,,,,.,; ; , (,. i ce" MOD E! LP ��N:.A, �7 DRY Mit 1 J i 1 PUSH-ROD CNYEBFR ■uu TO 1 1 PRESSURE GAUGE DRM I CUP T VENT TO 1 ATMOSPHERE 1 OPTIONAL 1 MODEL 91 � ACCELERATOR KIT + ���, (PART NUMBER 6516000003) , _ J . I ��� ' ll,;/ rri , r j�L;l 70 - : __ , INO TD I J SYSTEM , ., i . i [ f�� PRESSURE MODEL DDX —LP DRY PIPE VALVE g '� >> , I D" d TO ��� �� \ - r 1 cup " J ALARM PRESSURE 1 ALARM PRESSURE I /`t v .� I' " ply. AI�PA �5 1 �- PUSH ROD CHAMBER - -® MECIUNCAL :, SG°PLY LINE - � '`�� - - _ _ SPRR�U(LER X i J - _ ( _ _ _ _ ALARM of „� 1 - 1(9111 J 14 : 61 SUPPL I I �a .l[;!/ 1.C. Mme`^.,) �(� 5 Jr, 1 GROOVED COfR'[MIC i 11 � Of MODEL DDX -LP DRY PIPE VALVE DOPES NOT /COW ' �1 WAIFR SUPPLY 1 AN N -LAME CHECK IRB VE roil AM MANIFNvICE THE RECOMMENDED RA7AL A N LOCATION FORA EIRE DEPT. CONTROL VA LVE 1 CONNECTION RC) LS BETWEEN TAE" MODEL DDX -LP DRY 1 PIPE VALVE AND 114- M ER SUPPLY CONTROL VALVE. 1/1' COPPER TUBING 017., ` . I1 WEER SUPPLY GROOVED i o� PRESSURE GAUGE war � � o `•,,) Iii THE CONTROL (BUTTERTIY) VALVE. ADJOINING coup.. REDUCING BUSHING. AND TUBING REDUCING BUSHING .1.131902 CONNECTOR ARE INCLUDED IN THE )TRAY AS.S - NaFp TUBING CONNECTOR TROY TO MODEL DOx DEILIS va OM v,LL vF MTN CONDO SUPPLY TRW COMIGURA7mN 01(1. REFER TO PAGE JPD Or 1HLS BULLETIN FOR PART N(WBER/ORDERITO NFOR1NTYM. AVAILABLE TRIM CONFIGURATIONS; 1) INDIVIDUAL PARTS (MODEL DDX DELUGE VALVE SOLD SEPARATELY) 2) SEGMENTALLY ASSEMBLED (MODEL DDX DELUGE VALVE SOLD SEPARATELY) 910T AVAItABIE WITH *3) FULLY ASSEMBLED TO MODEL DDX DELUGE VALVE WITH CONTROL VALVE 76M1/ MODEL DDX VALVE 4) FULLY ASSEMBLED TO MODEL DDX DELUGE VALVE WITHOUT CONTROL VALVE ALL STEEL COMPONENTS OF THE TRIM ASSEMBLIES ARE GALVANIZED Fig.2 4. 1 RELIABLE MODEL B1 ACCELERATOR KIT (P /N 6516000003) I AIR PRESSURE GAUGE \ FROM MODEL D D X - L P , DRY PIPE VALVE SYSTEM TRIM • MODEL B1 ACCELERATOR v 4111 I i. 4 00 ' NIPPLE, 1/2" x 2" I I IS � NIPPLE, 1/2" x 3" ELBOW, 1/2" i NOTE: A MINIMUM OF `/ BALL .VALVE.. 1/2" 15 PSI (1,0 BAR) OF SUPERVISORY AIR PRESSURE IS REQUIRED NIPPLE, 1/2" x 2" WHEN USING A MODEL B SEE BULLETIN 323 1 ACCELERATOR. FOR DETAILS VENT TO ATMOSPHERE 357FCO3B Fig. 3 . MODEL B HYDRAULIC MANUAL EMERGENCY STATION FROM MODEL LP n, DRY VALVE ACTUATOR \ r \ ih if t w o ,,,, NYLON TIE r or - PLASTIC TUBING 357FG04C 7 TO DRIP CUP Fig. 4 5. Technical Data Reliable Model DDX -LP Dry Pipe Valves, with associated 7 Installation position: Vertical trim, sizes 2" (50mm), 2Y" (65mm), 3" (80mm) and 76mm, System Air or Nitrogen Pressure Requirements are rated for use at a minimum water supply pressure of 20 psi The system trim includes gauges to read the pneumatic (1,4 bar) and a maximum water supply pressure of 250 psi and water pressures of Model LP Dry Valve Actuator. Table A (17,2 bar). Water supplied to the inlet of the valve and to the specifies the air or nitrogen pressure level to be applied to the pushrod chamber must be maintained between 40 °F (4 °C) Actuator. Optional Reliable Model A -2 Pressure Maintenance and 140°F (60°C). Device (see Reliable Bulletins 250 & 251) automatically The following list of technical bulletins pertains to provides a safeguard against pressure leaks in the sprinkler valves and devices that may be used in this Dry Pipe piping, and properly restrict the flow of makeup air. When the Valve system: optional Model B1 Accelerator is used, a Model A -2 Pressure Deluge /Dry Pipe Vaive Reliable 512/513 Maintenance Device and a tank-mounted air compressor are Mechanical Sprinkler Alarm Reliable 612/613 required (see Fig.5). Also, when a Model B1 Accelerator is Pressure Maintenance Device Reliable 250/251 used, to expedite water - delivery time, the pneumatic pressure Nitrogen Regulating Device Reliable 253 must not be less than 15 psi (1,0 bar). Model B1 Accelerator Trim Kit Reliable 323 Whenever multiple dry systems are installed at the same Hydraulic Emergency Station (Model A) Reliable 506 location, each dry system is to have its own Model A -2 System Sensor Pressure Maintenance Device installed for individual Low Air Pressure Alarm Switch A05 -0177 maintenance of air pressure (Refer to the 2007 Edition of NFPA System Sensor 13, section 7.2.6.5.3). Waterflow Pressure Alarm Switch A05 -0176 Table A Model DDX -LP Dry Pipe Valve Description Water Pressure ! Pneumatic Pressure to be Pumped 1. Rated working pressure: psi (bar) I into Sprinkler System, psi (bar) Valve & System - 250 psi (17,2 bar) M • imum Not Less Than I Not More Than 20(1,4) 1 10(0,7) 14(0,9) 2. Factory tested to a hydrostatic pressure of 50(3,4) ' 12(0,8) 16(1,1) 500 psi (34,5 bar). (Valve only) 75 (5,2) 13 (0,9) 17 (1,2) 3. End and trim connections: 100 (6,9) 15 (1,0) 19(1,3) ,6) • ANSI /AWWA C606 grooved inlet and outlet 125 ( 16 (1,1) 20(1,4) 150 (100,3) 17 (1,2) 21 (1,4) • Threaded openings Per ANSI B 2.1 175(12,1) i 18(1,2) 1 22(1,5) Groove Dimensions 200 (13,8) I 19 (1,3) 1 23 (1,6) Vaive Outlet Groove Groove 1 Outlet Face 225 (15,5) 21 (1,5) 25 (1,7) Size Diameter i Diameter _Width ' to Groove 250 (17,2) 1 2211,5) 26 (1,8) 2' (50mm) 2.375" (60mm)' 2.250" (57mm) 2.5" (65mm) 2.875" (73mm) 2.720" (69mm) 1y 58" Note:During system set -up, a higher pneumatic 16mm) pressure may be required in order to properly set 3" (80mm) 3.500" (89mm)' 3.344° (85mm) ( 9mm) ( the Model LP Dry Valve Actuator. 76mm 3_000_(76mmn; 2.845" (72mm) • Valve exterior's color: Nitrogen used in refrigerated area systems minimizes a Valve possibility of ice build-up and blockage inside the system Size Co p y p stem g y 2" (50mm) piping that could inhibit proper system operation. The 2.5" (65mm) Black calculated nitrogen supply in Ibs (kg) to pressurize various 3" (80mm) system capacities to 10 psi (0,7 bar) at different freezer 76mm Red temperatures is as follows: 4. Face to face dimensions: System Freezer Temperature, °F ( °C) Approx • 2" (50mm) —12Y" (318 mm) j capacity 20 °(.6. 7°) 0°( -18 °) - 20°( -29°) - 40°(.40°) .60°( -51 °) Fihrme • 2.5" (65mm) — 12Y" (318 mm) I Gal. (L) (min.) • 3" (80mm) —12Y" (318 mm) 250 1.90 1.90 l 2.00 2.10 2.20 1 (946) (0.86) (0.86 (0.90) (0.95) ) (1.00) • 76mm — 12/2" (318 mm) 500 3.64 3.80 4.00 4.20 4.40 2 5. Shipping weight: (1891) (1.65)_(1_.72i_L.__(.1.81) I (1.91)_( . 2.00)_ 750 5.50 5.70 I 6.00 6.30 6.60 3 Valve Size --- -- Weight _ _ j (2840) (2.50)_(2.60) �2 72) (2.86) (3.00) 2" (50mm), 2.5" (65mm) 1,000 7.30 7.60 8.00 8.33 8.80 4 3° (80mm) &76mm 34 Ib. (15 kg) i (3785) (3.30) .(3.44) (3.62) LA3.78) i (4.00) 6. Friction loss (Expressed in equivalent length of Note:To obtain required nitrogen supply (Ibs.) for 15 psi Schedule 40 pipe, based on Hazen & Williams (1,0 bar) or 22 psi (1,5 bar), multiply the tabulated 15ft/sec (4.6 m/sec)): formula with / s and a flow velocity of valves by a factor of 1.5 or 2.2 respectively. Valve Size __— Equivalent Length (1 bar = 100 kPa) 2° (50 mm) 4.4' (1.3 m) 2.5" (65 mm) 6.0' (1.8 m) * When filled with the Reliable Model A -2 Pressure 3" (80 mm) 12.6' (3.8 m) Maintenance Device having the bypass valve open. 76 mm 7.7' (2.3 m) _ At 15 ft/sec 6. Ordering Information Specify: • Valve Model & Size - 2" (50 mm) Model DDX -LP Dry Pipe Valve (P /N 6103022000), 2Y" (65mm) Model DDX -LP Dry Pipe Vaive (P /N 6103022500), 3" (80mm) Model DDX -LP Dry Pipe Valve (P /N 6103030000), 76 mm Model DDX -LP Dry Pipe Valve (P /N 6103027600). • Trim — The trim set is available in individual parts, in time - saving segmentally assembled kit forms, or fully assem- bled to the Model DDX -LP Dry Pipe Valve (with or without a control valve). Trim Part Numbers Trim Configurations 2" (50 mm) 2.5" (65 mm) 3" (80 mm) 76mm Vaive Fully Assembled to DDX Valve w/ Control Valve 6505020020 6505022520 6505030020 Not Available Fully Assembled to DDX Valve w/o Control Valve 6505020021 6505022521 6505030021 6505027621 Segmentally Assembled (DDX Valve Sold Separately) 6505040504 Individual Parts (DDX Valve Sold Separately) 6505040503 Note: For metric installations, a 1 -1/4" NPT x R2, ISO 7/1 x Close Nipple (Reliable P/N 98543403) is sold separately as an adapter for the single drain outlet of the trim(s). • Additional Equipment Component Part Mfgr. Description Technical Bulletin - Water Supply Control Valve Select Ralf Valve, 2" (50mm) Butterfly Valve 21/2" (65mm), 3" (80mm), 76mm - Tamper Switch (Optional) for OS&Y Valve B Model OS&Y2 System Sensor A05-0196 (Optional) for Butterfly Valve Model P1BV2 System Sensor A05-0197 Deluge / Dry Valve A Model DDX, 2" (50mm), 2 (65mm), 3" (8Omm), 76mm Reliable 512 / 513 Dry Pipe Valve System A Refer to Parts in this Bulletin Reliable 333 / 334 Model EPS10.2 (DPDT, UL, FM) Waterflow Alarm Pressure Switch B System Sensor A05-0176 Model EPSA10 -2 (DPDT, ULC) Model EPS40 2 (DPDT, UL, FM) Low Air Alarm Pressure Switch B System Sensor A05-0177 Model EPSA40 -2 (DPDT, ULC) Mechanical Alarm (Optional) A Model C Reliable 612 / 613 Manual Emergency Station A Model A Hydraulic (Pilot Line) Type Reliable 506 Sprinklers A Closed Type Reliable 110, 117, 131, 136, etc. Air Compressor C Tank Mounted Gast H- 10-0801 Pressure Maintenance Device A Model A -2 Reliable 250 / 251 Accelerator Kit A Model B1 Reliable 323 Nitrogen Regulating Device A Regulator with Optional Low Air Pressure Switch Reliable 253 "If the optional Model B1 Accelerator is used, a tank - mounted air System Equipment Manufacturers • compressor and an A -2 pressure maintenance device must be provided. (A) The Reliable Automatic Sprinkler Co., Inc. Additionally the use of a tank - mounted air compressor helps to eliminate on /off (B) System Sensor compressor cycling that may occur as a result of small leakage in the air line between the pressure maintenance device and the 1/2" check valve, as well as (0) Gast Manufacturing Corp. due to ambient temperature changes in the system piping. 7. Installation Dimensions Installation Dimensions in Inches (mm) VALVE A B C *D E F G H J K L M I N P O R 2" (50mm) 21/2" (65mm) 7 % 6 9y . 121/2 25% 39 28 5/2 8X f 3/ i 51/4 0 I 2X 5% 3" (80mm) (197) ( (235) (318) (654) (990) (724) (140) (210) i (89) (133) (248) i ( ) (95) (127) (146) & 76mm _ I 1 * Total take out dimension for Fully Assembled to DDX Valve w /Control Valve Configurations: 2" - 20 2y" & 3" - 17 76 mm - N /A. TRIM SHOWN FULLY ASSEMBLED WITHOUT CONTROL VALVE Q - -i- - - R -- / „ \ill OPTIONAL MODEL B1 ACCELERATOR KIT yr J \ .,. .1 1 V�_ ■ 111 m i �cj 11 -- -.mama -., Mil Cr- }1 F :: 1111 .. I) .... 1111 E IF € II 'Nell :ii. iiUm P I K S LI iiiir,„ iir t iL � ' ci .r l 1111 i1 N - - -Ium ' �� mttltrlatl.11t H , I 333BKPA A B -- H 11 M 1.11 The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. ® pe a pe x ena (800) 431 -1588 Sales Offices (800) 848 -6051 Sales Fax (914) 829 -2042 Corporate Offices Revision tines indicate updated or new data www.reliablesprinkler.com Internet Address EG. Printed in U.S.A 03/10 P/N 9999970328 I y V V www.tolco.co a brat of NIBCO' Revision 9/1/2006 Fig. 122 - Wood Screw Flat Head Fig. 123 - Toggle Bolt t -- Material — Carbon Steel Material — Carbon Steel Finish — Electro- Galvanized Finish — Electro- Galvanized Order By — Figure number and size Order By — Figure number and size Fig. 124 - Spring Toggle Head Only Fig. 125 - Drive Screw Material — Carbon Steel 4 Function — Used with threaded rod in hollow walls Material — Carbon Steel Finish — Electro- Galvanized Function — Equivalent to a nail, but has greater Order By — Figure number and size holding power Finish — Plain and Electro- Galvanized Dimensions •Weights Order By — Figure number, size and finish Approx. Size Drill Hole Size Wti100 1/4 5/8 3 Dimensions • Weights 3/8 7/8 7 Approx. 5/8 11/4 10 Size Length WtJ100 16 2 2.2 Fig. 126 - Lag Bolt Gimlet Point g g Material — Carbon Steel ---7 Function — Designed to fasten metal to wood. Lag screws are made with hex heads in lengths of J 6" or shorter and square heads in lengths longer than 6 ". Both types have coarse lag threads and ! ,� � ' gimlet points and are available in diameters of 1/4" to 5/8" inclusive. Square -head lag screws are also available in 3/4 ", 7/8" and 1" diameters. .■ Finish — Plain Note — Available in Electro- Galvanized and HDG finish. -- -- f Order By — Figure number, bolt size, length and finish \ `/ Dimensions • Weights Dimensions Approx. Wt./100 Hex Lag Bolt Head Dimensions Lag Bolt 1" 11" 2" 21/2" 3" 4" Lag Bolt Width Across Width Across Head Screw Size Length Length Length Length Length Length Screw Size Flats Points Thickness 1/4 1.5 2.1 2.7 3.2 3.8 4.9 1/4 7/16 1/2 11/64 3/8 4.0 5.3 6.6 7.8 9.1 11.6 3/8 9/16 21/32 1/4 1/2 11.0 13.3 15.5 17.8 22.3 1/2 3/4 7/8 11/32 5/8 23.2 26.8 30.4 37.6 5/8 15/16 1 462 27/64 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737 5599 • FAX: 951 737.0330 88 CUSTOMER SERVICE • 800.786.5266 www.Inlen., nm VERTICAL MOUNT f s „AmMYS® SAMMYS® for Wood F ""' °"' Not less than Wood Flooring Product Features s Y nominal width ` (1 • No pre - drilling required. 'r - Not less than • Quick to install using the Sammy 3' nominal Nut Driver with an 18V cordless I thickness (2 -112') ;i, (depth or side Wood Joist drill/driver. i of vertical member) • Saves time from traditional D ouble Sheetrock & methods. s Ceiling 1 For vertical use - - install in center of lower face. • Reduces installation cost. € i Minimum 2" embedment into base ., lil material for NFPA 13 compliance. Composite / Truss • Made in the U.S.A. Consult truss manufacturer for recommended installation point. 'Pre- drilling may be required for GST � 1 � ( r 25 -380. Tool available on page 10. t Rod Part Screw Ultimate UL Test FM Test Box Case Approvals Modet Size Number Descriptions Pullout (Ibs) Load (Ibs) Load (Ibs) Qty Qty "' 2t0 fI /16 (7SB); 2 5 125 1/4" 8002957 , GST -100 1/4 x 1 . , 6] 0:(3t4 P 1/4" 8003957 GST 200 1/4 x 2 1760 (Fir) 25 125 1/4" 8004957 GST 300 1/4 x 3" 2060 (Fir) 25 125 iiiikl 3/8" 8006957 GST .75 1/4 x 3/4" 564 (3/4" Ply) 25 125 3/8" ' 8007957 GST 10 1/4 x 1 ".. 210 (7/16" OSB) 300 25 125 670 (3/4" Pty)' — 0 318" 8008957 GST 20 1/4 x 2" 1760 (Fir) 850 1475 25 125 3/8" 8068925 GST 20 -SS 1/4 x 2" 1760 (Fir) 850 25 125 �- 3/8" 8009925 GST 25 -380 3/8 x 2 -1/2" 2113 (Fir) 1500 25 125 #14 Black Q• d 3/8" 8010957 GST 30 1/4 x 3" 2060 (Fir) 1500 1475 25 125 Nut Driver 3/8" 8069925 GST 30 -SS 1/4 x 3" • 2060 (Fir) 25 125 Part # 8113910 3/8" 8011925 GST 40 1/4 x 4" 2180 (Fir) ' 25 125 cairfol 3/8" 8012925 GST 60 1/4 x 6" 2230 (Fir) 25 125 - 1/2" 8013925 GST 2 1/4 x 2" 1760 (Fir) 25 125 1 /2" 8014925 GST 2.5 -380 3/8 x 2 -1/2" 2113 (Fir) 25 125 • 1/2" 8015925 GST 3 ` 1/4 x 3" 2275 (Fir) 25 125 — 1/2" 8016925 GST 4 1/4 x 4" 2180 (Fir) 25 125 1/2" 8017925 GST 6 1/4 x 6" 2230 (Fir) 25 125 _ #14 SW Red Nut Driver Part # 8114910 SAMMY Swivel Head® for Wood Product Features • Eliminates distortion of threaded rod. • Saves time from traditional methods. . • Accommodates up to 3' /z' x 12 pitch roof. • Reduces installation cost. :i . ::‘,:i.\ • Allows 17° deflection from vertical. • Made in the U.S.A. Approvals Rod Part Model Screw Ultimate UL Test FM Test Min Box Case Size Number Descriptions Pullout (Ibs) Load (Ibs) Load (Ibs) Thickness Qty Qty .Q.0 3/8" 8139957 SH -GST 20 1/4 x 2" 1257 (Fir) 1050 1475 25 125 125 T Q4" 3/8" 8141957 SH -GST 30 1/4 x 3" 1720 (Fir) 1500 1475 25 125 #14 Black Nut Driver ? SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin -off feature which provides a fast and safe installation each time. When the face of the driver comes into Part # 8113910 7 contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. , For the most up to date information, visit www.sammysuperscrew.com 4 MADE IN U.S.A i s I L�%i Caw" SAMMYS® HORIZONTAL MOUNT SIDEWINDERS® for Wood i a Not less than 2' nominal width Product Features (1 -1 /21 up to 3-1/2" pipe; not less than . 3' (2 -1/2') nominal width 4" & 5' pipe • No pre drilling required. 4--► ; i"....., Floor Joist A. • Quick to install using the Sammy Minimum 2-1/2' from bottom for mm Nut Driver with an 18V cordless branch lines. Minimum 3" from Q – bottom for main lines. Exception: This 1 drill /driver. requirement shall not apply to 2" or 6! thicker nailing strips resting on top of steel beams. • Saves time from traditional methods. I; ■ ice_ i • Reduces installation cost. • Made in the U.S.A. Fes-; CompositedTruss F ..,1, Consult truss manufacturer for ;J recommended installation point. Pre - drilling may be required for Model SWG 25 -380 (tools available on pg 10) ,n Approvals Rod Part Model Screw Ultimate UL Test Box Case Size Number Descriptions Pullout (lbs) Load (lbs) Qty Qty — a , ri z 114 $,018957 SWG 100. _ ` 114 x 1 622 (Fir) , 25 > 125:: •M`, 1/4" 8019957 SWG 200 1/4 x 2" 1725 (Fir) 25 125 '7,-'....::', 1: ; 3 18 ' ' ;8020957 " "' ' SWG 10 1 /4'.x 1" 622 (Fir) 300 25 '. 125 — 3/8" 8021957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 125 -"°•'` ?` + , "' " 3/8 8073025. e SWG 20 1/4 x 2" 1725 (Fir) 850 25 125 ` ` #14 SW Red �a 3/8" 8022925 SWG 25 -380 3/8 x 2 -1/2" 2249 (Fir) 1500 25 12 5 ,a Nut Driver 3/8" "'8023925 "" .' SWG 30 ' 1/4x 3" 1884 (Fir) 25 125 ` i. - ' Part # 8114910 — VERTICAL HORIZONTAL: , ; 1. Insert the appropriate nut driver into a 3/8" or 1/2" portable drill. 1. Insert the appropriate nut driver into a 3/8" or 1/2" portable drill. a 1.177,-- . 2. Insert the SAMMYS into the #14 (black) nut driver (p /n 8113910). Drill 2. Insert the SAMMYS into the #14SW (red) nut driver (p /n 8114910). With drill should be in a vertical position. unit in a horizontal position and at a right angle to the structural member, .` `, begin installation. 3. Push the face of the nut driver tight to the member. When the ti nut driver spins freely on the SAMMYS, stop drill and remove. 3. When the nut driver spins free on the SAMMYS, stop the drill and , remove. = -.; i 4. The SAMMYS is now ready to receive 1/4 ", 3/8", 1/2" or metric `': all thread rod, bolt stock. (The 1/2" requires the #14S W red nut driver) 4. The unit is now ready to receive 1/4" 3/8" or metric all thread rod or bolt stock. Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. - '+ pullout in purlin steel. 4 P P I t I. � .L , 1 3 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-oft feature which provides a fast and safe installation each time. When the face of the driver comes into 9 q P P 17., -, contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. 5 To find a distributor near you, call 800 - BUILDEX Loop Hangers Model #100 RS .. Swivel Loop Hanger - Heavy Duty I APPLICATION: #100 pipe support for stationary piping. Lowest in -place cost available. Easy adjustment. t NOTE: Meets MSS requirements. `�" ' I Part No. Pipe H CL RS MRI A Max. Recom. Finish* Size Load (lbs.) 1000050EG 1/2 2 -3/4 1 -1/4 3/8 1 13/16 300 EG 1000050FL 1/2 2 -3/4 1 -1/4 3/8 1 13/16 300 FL 1000075EG 3/4 3 -1/16 1 -7/16 3/8 1 15/16 300 EG 1000075FL 3/4 3 -1/16 1 -7/16 3/8 1 15/16 300 FL 1000100EG 1 3 -5/16 1 -9/16 3/8 1 15/16 300 EG 6 1000100FL 1 3 -5/16 1 -9/16 3/8 1 15/16 300 FL 1000125EG 1 -1/4 3 -9/16 1/5/8. 3/8 1 13/16 300 EG 1000125FL 1 -1/4 3 -9/16 1 -5/8 3/8 1 13/16 300 FL 1000150EG 1 -1/2 3 -13/16 1 -3/4 3/8 1 13/16 300 EG 1000150FL 1 -1/2 3 -13/16 1 -3/4 3/8 1 13/16 300 FL 1000200EG 2 4 -1/4 1 -15/16 . 3/8 1 13/16 300 EG 1000200FL 2 4 -1/4 1 -15/16 3/8 1 13/16 300 FL 1000250EG 2 -1/2 5 -5/8 2 -15/16 1/2 1 -1/4 1 -5/16 1000 EG 1000250FL 2 -1/2 5 -5/8 2 -15/16 1/2 1 -1/4 1 -5/16 1000 FL 1000300EG 3 6 -9/16 3 -1/2 1/2 1 -1/4 1 -7/16 1000 EG 1000300FL 3 6 -9/16 3 -1/2 1/2 1 -1/4 1 -7/16 1000 FL 1000350EG 3 -1/2 7 3 -3/4 1/2 1 -1/4 1 -11/16 1000 EG 1000350FL 3 -1/2 7 3 -3/4 1/2 1 -1/4 1 -11/16 1000 FL 1000400EG 4 7 -3/4 4 -5/16 5/8 1 -5/16 1 -3/4 1100 EG 1000400FL 4 7 -3/4 4 -5/16 5/8 1 -5/16 1 -3/4 1100 FL 1000500EG 5 9 -1/8 4 -5/16 5/8 1 -5/16 1 -13/16 1100 EG 1000600EG 6 10 -5/8 5 -7/8 3/4 1 -9/16 2 -1/8 1250 EG 1000800EG 8 13 -1/8 7 -1/16 7/8 1 -5/8 2 -3/8 1250 EG Conforms With: Federal Specification WW -H -171 (Type 10), Manufacturers Standardization Society ANSI /MSS -SP -58 (Type 10),install in accordance with ANSI /MSS- SP -69. All dimensions are in inches unless otherwise noted. *See page 2 for finish and material descriptions. All material is Carbon Steel unless otherwise noted. Phone: 800 - 333 -0852 • Fax: 800 - 677 -5403 49 ER10E1 www.erico.com Loop Hangers Model #101 RS Swivel Loop Hanger for Copper Tubing "- ` i APPLICATION: Support for copper tubing. This pipe sup- port is not designed for corrosion or electrolysis resistance. t ' Copper coating is for identification purposes only I Part No Tubing H CL RS MRI A Max. Recom. Finish* l Size Load (lbs.) 1010050CP 1/2 3 -3/16 1 -13/16 3/8 1 1 -1/2 300 CP 1010075CP 3/4 3 -1/8 1 -11/16 3/8 1 1 -1/4 300 CP 1010100CP 1 3 -1/8 1 -1/2 3/8 1 15/16 300 CP 1010125CP 1 -1/4 3 -3/16 1 -7/16 3/8 1 3/4 300 CP 1010150CP 1 -1/2 3 -5/8 1 -3/4 3/8 1 15/16 300 CP 1010200CP 2 3 -13/16 1 -11/16 3/8 1 5/8 300 CP 1010250CP 2-1/2 4 -7/16 2 -1/16 1/2 1 3/4 525 CP 6 1010300CP 3 5 -11/16 2 -13/16 1/2 1 -1/4 1 -1/4 525 CP 1010350CP 3-1/2 6 -7/16 3 -5/16 1/2 1 -1/4 1 -1/2 650 CP 1010400CP 4 7 -1/8 3 -3/4 1/2 1 -1/4 1 -5/8 650 CP 1010500CP 5 9 -1/4 4 -13/16 5/8 1 -5/16 2 -1/4 1100 CP 1010600CP 6 11 -3/16 5 -11/16 3/4 1 -9/16 2 -5/8 1250 CP Conforms With: Federal Specification WW -H -171 (Type 10), Manufacturers Standardization Society ANSI /MSS -SP -58 (Type 10); install in accordance with ANSI /MSS- SP -69. Model #102 7 P PVC Coated Swivel Loop Hanger APPLICATION: Pipe support for stationary glass, aluminum and A Ct plastic piping, where pipe to metal hanger contact is undesirable. L. *( tx Part No. Tubing H CL RS MRI A Max. Recom. Finish* 1 Size Load (lbs.) 1020050VC 1/2 3 -1/8 1 -5/8 3/8 1 1 -1/4 300 PVC 1020075VC 3/4 3 -1/16 1-1/2 3/8 1 15/16 300 PVC 1020100VC 1 3 -3/16 1 -1/2 3/8 1 15/16 300 PVC 1020125VC 1 -1/4 3 -1/2 1 -11/16 3/8 1 7/8 300 PVC 1020150VC 1 -1/2 3 -15/16 1 -15/16 3/8 1 1 300 PVC 1020200VC 2 4 -1/2 2 -1/4 3/8 1 1 -1/16 300 PVC 1020250VC 2 -1/2 5 -5/8 2 -15/16 1/2 1 -1/4 1 -5/16 1000 PVC 1020300VC 3 6 -9/16 3 -1/2 1/2 1 -1/4 1 -7/16 1000 PVC 1020350VC 3 -1/2 7 3 -3/4 1/2 1 -1/4 1 -11/16 1000 PVC 1020400VC 4 7 -3/4 4 -5/16 5/8 1 -5/16 1 -3/4 1100 PVC 1020500VC 5 9 -1/8 4 -15/16 5/8 1 -5/16 1 -13/18 1100 PVC 1020600VC 6 10 -5/8 5 -7/8 3/4 1 -9/16 2 -1/8 1250 PVC 1020800VC 8 13 -1/8 7 -1/16 7/8 1 -5/8 2 -3/8 1250 PVC Conforms With: Federal Specification WW -H -171 (Type 10), Manufacturers Standardization Society ANSI /MSS -SP -58 (Type 10); install in accordance with ANSI /MSS- SP -69. il All dimensions are in inches unless otherwise noted. *See p age 2 for finish and material descriptions. All material is Carbon Steel unless otherwise noted. 50 Phone: 800 - 333 -0852 • Fax: 800 - 677 -5403 • r� .; www.erico.com Loop Hangers Model #102A gis.. PVC Coated Swivel Loop Hanger ;,t r for Copper Tubing A APPLICATION: Support for copper tubing where tube to metal hanger . " ' ' contact is undesirable. Stops electrolysis and light corrosion. 1 Part No. Tubing H CL RS MRI A Max. Recom. Finish* Size Load (Ibs.) 102A0050VC 1/2 3 -3/16 1 -13/16 3/8 1 1 -1/2 300 PVC 102A0075VC 3/4 3 -1/8 1 -11/16 3/8 1 1 -1/4 300 PVC 102A0100VC 1 3 -1/8 1-1/2 3/8 1 15/16 300 PVC 102A0125VC 1 -1/4 3 -3/16 1 -7/16 3/8 1 3/4 300 PVC 102A0150VC 1 -1/2 3 -5/8 1 -3/4 3/8 1 15/16 300 PVC 102A0200VC 2 3 -13/16 1 -11/16 3/8 1 5/8 300 PVC 102A0250VC 2-1/2 4 -7/16 2 -1/16 3/8 1 3/4 525 PVC 102A0300VC 3 5 -11/16 2 -13/16 1/2 1 -1/4 1 -1/4 525 PVC 6 102A0350VC 3-1/2 6 -7/16 3 -5/16 1/2 1 -1/4 1 -1/2 650 PVC 102A0400VC 4 7 -1/8 3 -3/4 1/2 1 -1/4 1 -5/8 650 PVC 102A0500VC 5 9 -1/4 4 -13/16 5/8 1 -5/16 2 -1/4 1100 PVC 102A0600VC 6 11 -3/16 5 -11/16 3/4 1 -9/16 2 -5/8 1250 PVC Conforms With: Federal Specification WW - - 171 (Type 10), Manufacturers Standardization Society ANSI/ MSS - SP - 58 (Type 10); install in accordance with ANSI /MSS SP - 69. Model #103 -. Swivel Loop Hanger with Insulation Shield 0. A APPLICATION: Pipe support for low or high temperature piping where P A A . crush resistant material is require at the point of support. Not to be used with pipe insulation which has more than 5% deformation at 30 p.s.i. � H NOTE: For hanger size larger than 8", see Model #403. Insure that the insulation O.D. is equal to or less than the inside ,,,* Diameter (ID) dimension. Protection shield is welded to loop Flared edges on sizes thru 4" before plating, offering an extremely neat appearance. only. Insulation not included. See Model #1031 for pre - insulated hanger. Part No. Tubing H CL RS ID MRI A L Max. Recom. Finish* Size Load (Ibs.) 1030150EG 1 -1/2 3 -15/16 1 -7/8 3/8 1 -15/16 1 15/16 3 300 EG 1030200EG 2 4 -1/2 2 -3/16 3/8 1 1 1 3 300 EG 1030250EG 2 -1/2 5 -5/8 2 -7/8 1/2 1 -1/4 1 -1/14 1 -1/4 4 1000 EG 1030300EG 3 6 -9/16 3 -7/16 1/2 1 -3/8 1 -1/14 1 -3/8 4 1000 EG 1030350EG 3 -1/2 7 3 -11/16 1/2 1 -5/8 1 -1/14 1 -5/8 4 1000 EG 1030400EG 4 7 -3/4 4 -1/4 5/8 1 -11/16 1 -5/16 1 -11/16 6 1000 EG 1030500EG 5 9 -1/8 4 -7/8 5/8 1 -3/4 1 -5/16 1 -3/4 6 1000 EG 1030600EG 6 10 -5/8 5 -13/16 3/4 2 -1/16 1 -9/16 2 -1/16 6 1250 EG 1030800EG 8 13 -1/8 7 -1/16 7/8 2 -5/16 1 -5/8 2 -5/16 6 1250 EG All dimensions are in inches unless otherwise noted. *See page 2 for finish and material descriptions. All material is Carbon Steel unless otherwise noted. Phone: 800 - 333 -0852 • Fax: 800 - 677 -5403 51 ER1CQ° www.erico.com Loop Hangers Model #104 RS :F cc Hanger for Plastic Pipe APPLICATION: Designed for hanging flexible EPDM or Polypropylene plastic piping. Use hanger for rigid plastic pipe or with V-Trough P P 9• g 9 P P 9 N (See Model VTR) for continuous support of flexible pipe or hot , piping services. NOTE: Hangers and V- Trough (See Model VTR) are sold separately. Part No. Size Pipe H CL RS MRI A Max. Recom. Finish* No. Size Load (Ibs.) 1040100EG 1 1/2 5 -7/8 4 -3/8 3/8 7/8 3 -15/16 175 EG B= 2 -1/2" 3/4 5 -7/8 4 -1/4 3/8 7/8 3 -3/4 175 EG 1 5 -7/8 4 -1/16 3/8 7/8 3 -3/8 175 EG 1 -1/4 5 -7/8 3 -13/16 3/8 7/8 3 175 EG 6 1 -1/2 5 -7/8 3 -5/8 3/8 7/8 2 -3/4 175 EG 2 5 -7/8 3 -5/16 3/8 7/8 2 -1/8 175 EG 1040200EG 2 2 -1/2 9 -1/4 6 -1/16 1/2 1 -1/8 4 -5/8 175 EG B = 4" 3 9 -1/4 5 -5/8 1/2 1 -1/8 3 -7/8 175 EG 3 -1/2 9 -1/4 5 -5/16 1/2 1 -1/8 3 -5/16 175 EG 4 9 -1/4 4 -15/16 1/2 1 -1/8 2 -11/16 175 EG Model VTR V- Trough #VTRI u APPLICATION: Use with #104 Hanger for continuous \ , , JYI support of flexible or hot pipe services. ii Alr .. NOTE: Trough is 18 gauge Carbon Steel and Pre - Galvanized. l' i i Part No. Pipe Size Finish* y ' Size' VTR #11000 1/2 thru 2 #1 Pre -Gal VTR #21000 2 -1/2 thru 4 #2 Pre -Gal All dimensions are in inches unless otherwise noted. *See page 2 for finish and material descriptions. All material is Carbon Steel unless otherwise noted. 52 Phone: 800 - 333 -0852 • Fax: 800 - 677 -5403 www.erico.com HANGER RODS (sr)Annni.: Fig. 146 Continuous Threaded Rod Size Range:' /4" through 1 Stocked in six, ten, and twelve foot lengths. Other even foot lengths can be furnished to order. Material: Carbon steel; rod threaded complete length. ;f {i lVIi t' #iii( {1 .( {T {` �dd,,t{x€ Finish: ❑ Plain or ❑ galvanized. Maximum Temperature: 650° F. Ordering: Specify rod diameter and length, figure number, name and finish. Note: The acceptability of galvanized coatings at temperatures above 450T is at the discretion of the end user. f Length I aNCHIMMNREMENN, ���n�i�11 ii���ii�����i������i�'' � ii��� n�ai �� i � IIVIVu�1JUu1�111�U u11u11, III��IIIVII�II��UII�IIu�U���ll�iaI A FIG. 146: LOADS (LBS) • WEIGHTS (LBS) DIMENSIONS (IN) Rod Size Threads Max Load Weight A per Inch 650 F per Ft. 20 240 0.12 16 730 0.30 13 1,350 0.53 She 11 2,160 0.84 3 �4 10 3,230 1.20 9 4,480 1.70 1 8 5,900 2.30 1% 7 9,500 3.60 11/2 6 13,800 5.10 Note: Other rod sizes available upon request. Class 2 fit is available upon request. PROJECT INFORMATION APPROVAL STAMP Project: ❑ Approved Address: ❑ Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: Catalog PH-2008 -_, CROK ER FIRE DEPT, INLET CONN, EXPOSED TYPE 6405.6425 SERIES SINGLE CLAPPER TWO -WAY INLETS A An exposed auxiliary inlet connection with 500 G.P.M. inlet capacity to supplement fire protection water supply. Exposed ; , � d es i gn provid an economical method of satisfying Fire Dept. , ` � ' inlet requirements. `* -� STANDARD EQUIPMENT: Cast brass two -way inlet body • only with single swing clapper and pin lug swivel back or angle B Figure No. 6405 outlet connection as selected by figure number. 6405 Back Outlet SPECIFY THREAD. BRANDING: "Auto Spkr." FINISH: Cast Brass *U /L LISTED AND FM APPROVED - OPTIONAL FINISHES: n ' , PB - Polished Brass `•' l RC - Rough Chrome Plated �� '- PC - Polished Chrome Plated B I `q f Outlet Dimensions Model Style A B C (WC 6405 Back 51/4 8 5/64 61/2 I 6407 Angle 6 5/16 7 11/16 4 3/4 Figure No. 6407 6407 Angle Outlet DOUBLE CLAPPER TWO -WAY INLETS 7 1 ` An exposed auxiliary inlet connection with 500 G.P.M. Inlet ��� 7 capacity to supplement fire protection water supply. Exposed , � ' r rt, design provides an economical method of satisfying Fire ;; , - Department Inlet requirements. ♦ • -.----4. ,,..„0 , STANDARD EQUIPMENT: Cast brass two -way inlet body only with double drop clappers and pin lug swivels; back or angle 8 Figure No. 6410 -6415 outlet connection as selected by figure number. Branding 6410 Back Outlet as selected. SPECIFY THREAD AND BRANDING. i , , BRANDING: "Standpipe ", "Auto Spkr." Op .. t �� FINISH: Cast Brass � , OPTIONAL FINISHES: A ' -'; 4 PB - Polished Brass • . RC Rough Chrome Plated � • PC - Polished Chrome Plated 1 c Figure No. 6420 -6425 6420 Angle Outlet *U /L LISTED AND FM APPROVED NY BSA -MEA APPROVED Outlet Style Dimensions Back Angle Size A B C D E *6410 4 X 2 1/2 X 2 1/2 9 5/8 12 1/4 6420 4 X 2 1/2 X 2 1/2 11 3/4 9 5/8 7 1/4 6412 6 X 2 1/2 X 2 1/2 10 1/4 11 3/4 6422 6 X 2 1/2 X 2 1/2 12 1/2 10 1/8 7 1/2 6413 4 X 3 X 3 10 121/2 6423 4 X 3 X 3 12 1/2 10 1/8 7 1/2 6414 5 X 3 X 3 10 1/8 12 1/2 6424 5 X 3 X 3 12 1/4 10 1/2 7 1/2 6415 6 X 3 X 3 10 3/8 12 1/2 6425 6 X 3 X 3 12 1/4 10 7/8 7 1/4 Page 6 -15 SASH SERIES P PO TTER SPRINKLER ALARM STROBE • The Symbol of Protection HORN /SIGN COMBINATION UL Listed Strobe Horn SPRINKLER s Dimensions: 9 -1/4" h x 10" w x 4" FIRE P Voltages Available: SASH -24 (24VDC) " r N SASH -120 (120VAC) Environment: Indoor or Outdoor use ', Weatherproof backbox is included with both models Termination: Separate terminals for horn and strobe r�t; Finish: Red with white lettering (22.. =a L g Pc t , x c ''' SASH -24 Stock No 1000555 1Y.,mEn M SASH -120 Stock No. 1000560 The SASH series is a multitone horn/strobe combination designed for use as an audio visual indication for automatic sprinkler systems. It can be installed in conjunction with or in place of water motor gongs. Strobe Intensity, dBA, and Current Ratings Model SASH -24 Input Current SASH -120 Input Current Typical Anechoic dBA at 10 ft. Tone Amps at 24V DC Amps at 115V AC At Nominal Input Voltage HI STD HI STD HI STD Horn 0.038 0.024 0.050 0.040 99 93 Bell 0.019 0.012 0.040 0.038 92 87 March Time Hom 0.038 0.024 0.050 0.040 99 93 Code -3 Horn 0.038 0.024 0.050 0.040 99 93 Code -3 Tone 0.027 0.016 0.042 0.038 95 90 Slow Whoop 0.047 0.025 0.050 0.040 99 94 Siren 0.034 0.022 0.045 0.040 98 93 Hi /Lo 0.020 0.013 0.041 0.039 93 88 Strobe Candella 75 15 Strobe Current (If the strobe and audible operate on the same 0.102 0.060 circuit, add the strobe current to the tone current.) Wiring Information SASH -24 - / STROBE AND HORN �j POWERED BY THE + STR - + AUD - SAME CIRCUIT + + STR - + AUD - + 9 `, '.. SASH -24 STROBE }1ND HORN POWERED FROM SEPA- + RATE CIRCUIT CONTACTS CLOSE ON ALARM ----- / SASH -120 H OPERATED BY W SWITCH ( WATERFLOW SWITCH SWITCH N SrR L / N AUD L N DWGi 1076 -1 Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800 - 325- 3936 /Canada 888 - 882 -1833 • www.pottersignal.com PRINTED 1N1 USA MFG. #5401076 - REV H PAGE 1 OF 1 5/08 Cl ! F ire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Model 513 (13) Riser Manifold 1 -1/2 thru 6 Inch (DN40 thru DN 150) For NFPA 13 Sprinkler Systems General Technical .r Description Data The Figure 513 (13) Riser Manifolds Approvals — 0 described in this technical data sheet The Figure 513 (13) Riser Manifolds provide the necessary waterflow with a cover tamper switch for the wa- alarm, pressure gauge, alarm test ori- terflow alarm switch are UL Listed, -0 fice, drain, and sight glass equipment ULC Listed, and FM Approved. )- in a single assembly for use in NFPA The Figure 513 (13) Riser Manifolds 13 sprinkler systems as follows: without a cover tamper switch for the NFPA 13* waterflow alarm switch are UL Listed • 1 -1/2 Inch (DN40) and FM Approved. i Male Thread x Female Thread Maximum Working Pressure t i 1 • 1 -1/2 thru 6 Inch (DN40 thru DN150) 175 psi (12,1 bar) Groove x Groove Test Orifice 5.6K (80K) *Although the Riser Manifold described in Assembly this data sheet is intended for NFPA 13 nections and /or listed mechanical sprinkler systems, it may be used for NFPA The manifold body of the Figure 513 is grooved connections, as applicable 13D or 13R residential sprinkler systems, ductile iron, whereas the manifold Step S 2. Connect the drain line, and where a test orifice of 5.6K (80K) is accept body of the Figure 13 is cast iron. The able. two assemblies are completely inter- then close the drain valve. changeable in function, application, Step 3. Refer to Figure 3 for wiring The variety of sizes and grooved end and end -to -end laying length. guidance. All wiring must be per - connections allow cost effective and Finish formed in accordance with the Author - easy transition to check valves, control Red painted. ity Having Jurisdiction and /or the Na- valves, and system piping. The Riser tional Electrical Code. Manifolds may be installed in either the 4. Refer to Figure 4 for optional Step 4 horizontal (flow switch on top) or verti- Installation relief valve. cal (flow going up) for both single sprinkler rises and floor control in high The Riser Manifolds may be installed Step 5. Place the system in service by rises. in either the horizontal (flow switch on filling the system with water. When fill - top) or vertical (flow going up). The ing the system, partially open the con - WARNING inlet of the Riser Manifold may be di- trol valve to slowly fill the system. Fill - The Riser Manifolds described herein rectly connected to a shut -off control ing the system slowly will help avoid must be installed and maintained in valve. damaging the waterflow alarm switch. compliance with this document, as After the system is fully pressurized, well as with the applicable standards NOTES completely open the control valve. of the National Fire Protection Asso- Where applicable pipe thread sealant ciation, in addition to the standards of is to be applied sparingly. Use of a Step 6. Secure all supply valves any other authorities having jurisdic- non - hardening pipe thread sealant is open. tion. Failure to do so may impair the recommended. performance of these devices. Never remove any piping component The owner is responsible for maintain- nor correct or modify any piping defi- ing their fire protection system and de- ciencies without first depressurizing vices in proper operating condition. and draining the system. The installing contractor or sprinkler Step 1. Install the manifold body with manufacturer should be contacted the flow arrow pointing in the down - with any questions. stream position using threaded con - Page 1 of 6 APRIL, 2006 TFP962 Page 2 of 6 TFP962 NO. DESCRIPTION QTY. P/N 1 1 -1/2" Manifold Body, NOTES: Male x Female NPT 1 N/A Groove x Groove 1 N/A 1. Approximate weight, 11.2 lbs. (5,1 kg). 2 Waterflow Alarm Switch: 2. ULC Listed Manifolds are equipped with VSR -SF with Paddle, Cover Tamper Switches installed intemal UUFM 1 971 -096 -00 to the Waterflow Alarm Switches. VSR -SF with Paddle and 3. CH: Common Hardware Cover Tamper Switch, ULC /FM 1 976 - 519-02 3 300 psi /2000 kPa Water Pressure Gauge .. 1 2341 r 3 0 1 Mg d b IA II : 10" (254,0 mm) 1 1■1 D. Q Is la 14 -1/4" Male x Female NPT, _ (362,0 mm) Groove x Groove II Manifolds I L'I1 ■ oa 11 -1/8 "(282,6 mm) Inspector's Test ��• F 8, Drain Valve m Drain Valve Male x Male NPT (Normally set ■ Ill �� (Normally Manifolds t0 "Drain" -- �� Closed) — 1 t Z 2 3/4" 5 -3/16" y 3 -1/2" 1 " (131,8 mm) (19,1 mm) NPT (88,9 mm) _ 6-1/8" (155,6 mm) 12 -5/8" (320,7 mm) FIGURE 1 1 -1/2 INCH (DN40) RISER MANIFOLD ASSEMBLY AND DIMENSIONS • • TFP962 Page 3 of 6 2 INCH (DN50) MANIFOLD 4 INCH (DN100) MANIFOLD 6 INCH (DN150) MANIFOLD NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N 1 2" Manifold Body, 1 4" Manifold Body, 1 6" Manifold Body, Groove x Groove 1 N/A Groove x Groove 1 N/A Groove x Groove 1 N/A 2 Waterf low Alarm Switch: 2 Waterflow Alarm Switch: 2 Waterflow Alarm Switch: VSC with Paddle, VSC with Paddle, VSC with Paddle, UUFM 1 976 - 357 -01 UUFM 1 976 -357 -04 UUFM 1 976 -357 -05 VSC with Paddle and VSC with Paddle and VSC with Paddle and Cover Tamper Switch, Cover Tamper Switch, Cover Tamper Switch, ULC /FM 1 976- 520 -01 ULC /FM 1 976- 520-04 ULC/FM 1 976- 520 -05 3 300 psi/2000 kPa 3 300 psi/2000 kPa 3 300 psi/2000 kPa Water Pressure Gauge .. 1 2341 Water Pressure Gauge .. 1 2341 Water Pressure Gauge .. 1 2341 2 -1/2 INCH (DN65) MANIFOLD Manifold Nominal Installation Dimensions in Inches and (mm) Drain Size Weight NO. DESCRIPTION QTY. P/N Size A B C D E F G H Its. (kg) 2 Inch 16-3/4 13 9/16 5 -3/8 6 -3/8 13- 1/16 3-1/2 13,5 1 2 -1/2" Manifold Body, (DN50) (425,5) (330,2) (14,3) (136,5) (161,9) (331,8) (88,9) 1" NPT (6,1) Groove x Groove 1 N/A 2 -1/2 Inch 17 -3/16 13 1 5 -3/4 6 -7/8 13-3/4 3 -1/2 16.8 2 Waterf ow Alarm Switch: (DN65) (436,6) (330,2) (25,4) (146,1) (174,6) (349,3) (88,9) 1 -1/4" NPT (7,6) VSC with Paddle, UUFM 1 976 - 357 -02 3 Inch 17 -3/16 13 1 6 7 -1/8 14 -1/4 3-1/2 1-1/4" NPT 18.7 VSC with Paddle and (DN80) (436,6) (330,2) (25,4) (152,4) (181,0) (362,0) (88,9) (8,5) Cover Tamper Switch, 4 Inch 20 -1/2 13 4 -5/16 7 -9/16 9 -1/16 16 -5/8 4 -1/2 2" NPT 32.7 ULC /FM 1 976 - 520 -02 (DN100) (520,7) (330,2) (109,5) (192,1) (230,2) (422,3) (114,3) (14,8) 3 300 psi/2000 kPa 6 Inch 20-1/2 13 4 -5/16 8 -1/2 10 18 -1/2 6-5/8 2" NPT 41.6 Water Pressure Gauge .. 1 2341 (DN150) (520,7) (330,2) (109,5) (215,9) (254,0) _ (469,9) (168,3) _ _ (18,9) 3 INCH (DN80) MANIFOLD . NO. DESCRIPTION QTY. P/N 1 3 0 1 3" Manifold Body, Groove x Groove 1 N/A 2 Waterflow Alarm Switch: VSC with Paddle, ill. , _ UUFM 1 976 - 357 -03 d b VSC with Paddle and Drain Valve (Normally , Cover Tamper Switch, 1I I� p q P Q II Iri ULC /FM 1 976 - 520 -03 3 300 psi/2000 kPa Closed) Water Pressure Gauge .. 1 2341 NOTES: A ' d 2 1. ULC Listed Manifolds are equipped with A 1 Cover Tamper Switches installed interval B illill g _ to the Waterflow Alarm Switches. 2. CH: Common Hardware li [ii im MIMI � r O =IIIMIN 0111 Test C D & Drain Valve G (Normally set E - to "Drain ") H F FIGURE 2 2 thru 6 INCH (DN50 thru DN150) RISER MANIFOLD ASSEMBLY AND DIMENSIONS Page 4 of 6 TFP962 SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVERED LOOPED SECTION CAUTION: PLATE STRIPPED SINGLE An uninsulated section of a TERMINAL ENDS CONDUCTOR single conductor is not . ` SEPARATE 4 permitted to be looped around tk CONDUCTORS CLAMPING the terminal and serve as two PLATE separate connections. The i TERMINAL \ � • wire must be severed to serve ' INCOMING ` as two separate connections e c t n eve of th c of the connection n supervision the the event that the wire becomes dislodged from the terminal. OUTGOING IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS CONTACTS SPDT (Form C) END OF LINE LOCAL RESISTOR CONTACT RATING .... 5A @ 125 VAC SIGNAL 2.5A @ 30 VDC DEVICE NC NO �G NC NO NO • / NC --f // COM COM COM CONTROL POWER PANEL NO FLOW NON - SUPERVISED STYLE 13/CLASS B CONDITION CIRCUIT SUPERVISED CIRCUIT (SEE NOTE) NOTE: For supervised circuits, see "Switch Terminal Connections" above. The Waterflow Alarm Switch has two switches, one can be used to operate a central station, proprietary or remove signaling unit, while the other contact is used to operate a local audible or visual annunciator. COVER TAMPER SWITCH (ULC ASSEMBLIES ONLY) CONTACTS SPDT (Form C) CONTACT RATING .... 3A @ 250 VAC 5A @ 125 VAC 1 mA @ 5 VDC min. NO • NC COM CONTACTS SHOWN WITH COVER IN PLACE ' FIGURE 3 WIRING GUIDANCE TFP962 Page 5 of 6 1 -1/2" (DN40) Manifold Only: NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N To install optional Pressure Relief Trim on 1 3/8" Copper Tubing, 2 Pressure Relief Valve, a 1 -1/2" (DN40) Manifold, a 1/2" NPT outlet 2" (DN50) Manifolds .... 1 971 - 124 -01 175 psi, Nonadjustable .. 1 198 -066 -00 must be provided by the installer on the 2 -1/2" (DN65) and 3 90° Compression Fitting system outlet piping, and a connection back 3" (DN80) Manifolds .... 1 971- 124 -02 Fitting 2 CH to the manifold drain trim must be fabricated 4" (DN100) and 4 1" x 1/2" Reducing Hex with installer supplied 3/8" copper tubing. 6" (DN150) Manifolds ... 1 971- 124 -03 Bushing 1 CH Discard unused trim components. CH: Common Hardware 0 3 1/2" NPT Installer Outlet Provided 1 3 q ■ s System Outlet all Piping L IMES Fabricate m Fabricated I'll (] I ' I 3/8" Copper '� D Q I■ Tubing rail N65), �P 0 ° S 2" (DN50), 2 -1/2" (D �l� d II 3" (DN80), 4" 12" (D ), or lI — 6" (DN150) Manifold ��111 �j �� Manifold I Drain Trim . a I SIMMS iiiii _ 1 -1/2" (DN40) O' Manifold O r O FIGURE 4 OPTIONAL PRESSURE RELIEF VALVE Riser Manifold component in the field. Alarm /Flow Test Procedure Care and Only the pressure gauge, waterflow alarm switch, or relief valve can be Step 1. Place the test & drain Valve in Maintenance replaced. If any other problems are the "test" position. encountered the entire riser manifold Ste 2. F ull open following inspection procedure must be replaced. P y pen the drain valve. must be performed as indicated, in ad- Make certain that drainage water will dition to any specific requirements of The alarm /flow test procedure will re- not cause any damage or injury. the NFPA, and any impairment must sult in operation of the associated Step 3. Verify operation of associated be immediately corrected. alarms. Consequently, notification must be given to the owner and the fire alarms. The owner is responsible for the in- department, central station, or other Step 4. Close the drain valve. spection, testing, and maintenance of signal station to which the alarms are their fire protection system and de- connected, and notification must be Step 5. Place the test & drain Valve in vices in compliance with this docu- given to the building occupants. the "drain" position. ment, as well as with the applicable Be fore closing a protection system Step 6. Verify that the residual (flow - standards of the National Fire Protec- g p y i ng) pressure indicated by the pres- tion Association (e.g., NFPA 25), in control valve for inspection or mainte sure gauge is no less that originally addition to the standards of any Hance work on the fire protection sys- recorded for the system when it was authority having jurisdiction. The in- tem that it controls, permission to shut first installed. stalling contractor or product manufac- down the effected fire protection sys- turer should be contacted relative to tem must first be obtained from the Step 7. Close the drain valve. any questions. proper authorities and all personne Step 8. Verify that the static (not flow - who may be affected by this action It is recommended that automatic must be notified. i ng) pressure indicated by the ores- sprinkler systems be inspected, sure gauge is no less that originally tested, and maintained by a qualified After placing a fire protection system recorded for the system when it was Inspection Service in accordance with in service, notify the proper authorities first installed. local requirements and /or national and advise those responsible for moni- codes. toring proprietary and /or central sta- tion alarms. NOTES No attempt is to be made to repair any Page 6 of 6 TFP962 Limited Ordering Warranty Information Products manufactured by Tyco Fire & Riser Manifold: Building Products (TFBP) are war- Specify; Size (specify), Figure 513, ranted solely to the original Buyer for (specify connection type inlet x outlet) ten (10) years against defects in mate- Riser Manifold (specify - without or rial and workmanship when paid for with) a cover tamper switch for the and properly installed and maintained waterflow alarm switch, P/N (specify). under normal use and service. This warranty will expire ten (10) years NOTES from date of shipment by TFBP. No Orders for Figure 513 may be tilled warranty is given for products or com- with a Figure 13. The two assemblies ponents manufactured by companies are completely interchangeable in not affiliated by ownership with TFBP function, application, and end - to-end or for products and components which laying length. have been subject to misuse, improper If a ULC Listing is required, the Riser installation, corrosion, or which have Manifold must be ordered with a cover not been installed, maintained, modi- tamper switch for the waterflow alarm fied or repaired in accordance with ap- switch. plicable Standards of the National Fire Protection Association, and /or the standards of any other Authorities UL/ULC/FM Assemblies Having Jurisdiction. Materials found With Cover Tamper Switch by TFBP to be defective shall be either 1 -1/2 Inch (DN40) repaired or replaced, at TFBP's sole MT x FT P/N 4086 option. TFBP neither assumes, nor 1 - Inch (DN40) MT x MT PIN 4087 authorizes any person to assume for it, 2 Inch (DN50) any other obligation in connection with G x G P/N 4090 the sale of products or parts of prod- 2 -1/2 Inch (DN65) ucts. TFBP shall not be responsible for G x G P/N 4091 S sprinkler system design errors or inac- 3 Inch (GN80) p y g G x G P/N 4092 curate or incomplete information sup- 4 Inch (DN100) plied by Buyer or Buyer's repre- G x G P/N 4095 sentatives. 6 Inch (DN150) G x G P/N 4096 In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, UL/FM Assemblies indirect, special or consequential dam- Without /2 Inch (DN40) Tamper Switch p q 1 -1/2 Incch (DN40) ages, including but not limited to labor MT x FT P/N 4055 charges, regardless of whether TFBP 1-1/2 Inch (DN40) was informed about the possibility of MT x MT P/N 4056 such damages, and in no event shall 2 I (DNSO) G x G P/N 4060 TFBP's liability exceed an amount 2 -1/2 Inch (DN65) equal to the sales price. G x G P/N 4061 3 Inch (DN80) The foregoing warranty is made in lieu G x G P/N 4062 of any and all other warranties. ex- 4 Inch (DN100) press or implied. including warranties G x G P/N 4065 of merchantability and fitness for a par- 6 Inch (DN150) ticular purpose. G x G P/N 4066 This limited warranty sets forth the ex- clusive remedy for claims based on Optional Pressure Relief Valve: failure of or defect in products, materi- Specify: Operational Pressure Relief als or components, whether the claim Valve and Trim for use with (specify is made in contract, tort, strict liability size) Figure 513 or 13 Series Riser or any other legal theory. Manifold, P/N (specify). This warranty will apply to the full ex- tent permitted by law. The invalidity, in 1 1/2" or 2" P/N 4063 whole or part, of any portion of this 2-1/2" or 3" P/N 4072 4" or 6" P/N 4073 warranty will not affect the remainder. Replacement Parts: Specify: (description) for use with Fig- ure 513 or 13 Riser Manifold, P/N (Ref. Figure 1 or 2, as applicable). TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 S P R I N K L E R S Y S T E M S M O N I T O R I N G PIBV2 Supervisor Switch SYSTEM SENSOR° Models Available PIBV2 Post Indicator /Butterfly PI „V2 Valve Supervisory Switch PIBV2A Post Indicator /Butterfly yobl Valve Supervisory Switch (ULC /Canadian) Replacement Parts A3010 -00 Replacement Hardware Kit 546 -7000 Cover Tamper Switch Kit ;. S07 -66 -XX Tamper Screws for Cover -, WFDW Cover Wrench _ °�°� HEXW Replacement Hex Wrench . 1 `p f Product Overview NEMA 3R rated enclosure System Sensor's PIBV2 supervisory switch monitors the open position of post indicator and butterfly control valves. Bi- directional actuator accommodates rising or falling flags Robust Construction. The PIBV2 consists of a rugged housing, intended for indoor and outdoor use. When installed with the actuator in the vertical Single side conduit entry does not position, the PIBV2 is NEMA 3R rated per UL. require right angle fittings Application Flexibility. The PIBV2 features a flexible design that accommodates Adjustable length actuator eliminates post indicator, butterfly, and many other types of wall post, recessed wall post the need for cutting the shaft and pressure reducing valves. The PIBV2's unique bi- directional actuator allows the unit to be installed in either rising or falling flag installations. Accommodates up to 12 AWG wire Simplified Operation. Installation is made easier with the PIBV2's single side Two SPDT contacts are enclosed in a conduit entrance. By providing a direct conduit pathway to the electrical . durable terminal block for added strength source, right angle fittings are not required. lnstallation is further simpli- fied by the PIBV2's adjustable length actuator, which eliminates the need 100% synchronization activates both for cutting the shaft. alarm panel and local bell simultaneously Reliable Performance. The PIBV2 is equipped with tamper resistant cover screws to prevent unauthorized entry. Inside, two sets of SPDT (Form C) synchronized switches are enclosed in a durable terminal block to assure reliable performance. 4D MEA voveo approved Engineering Specifications Model shall be model number PIBV2 Post Indicator Butterfly Valve supervisory switch as manufactured by System Sensor. PIBV2 shall be installed on each valve as designated on the drawings and/or as specified herein. Switches shall be mounted so as not to interfere with the normal operation of the valve and shall be adjusted to operate within two revolutions of the valve control or when the valve flag has moved no more than one -fifth of the distance from its normal position. The mecha- nism shall be contained in a weatherproof die cast metal housing, which shall provide a side entrance for 1 /2" conduit and incorporate a 1 /2" NPT nipple for attachment to the valve body. A grounding provision is provided. The switch assembly shall include two switches each with a rated capacity of 10 Amp @ 125/250V AC and 2.5 Amp @ 24V DC. The cover shall contain tamper - resistant screws for which a security wrench will be provided with each switch. PIBV2 shall be Underwriters Laboratories listed for indoor or outdoor use. The PIBV2 shall be Factory Mutual, CSFM, and MEA approved. Standard Specifications Contact Ratings Operating Temperature Range Shipping Weight Two sets of SPDT (Form C) 32 °F to 120 °F (0 °C to 49 °C) 2 lbs. (0.9 kg) 10.0 A @ 125/250V AC Note: The PIBV2 will operate from —40 °F to 120 °F ( -40 °C to 49 °C); however UL does not test con- Service Use 2.5 @ 6/12/24v DC trol valve supervisory switches below 32 °F (0 °C). Automatic Sprinkler: NFPA 13 One or Two Family Dwelling: NFPA 13D Overall Switch Dimensions Enclosure Ratin 4 x 3 "W x 3 g Residential Occupancies up to 4 stories: NFPA 13R UL indoor /outdoor National Fire Alarm code: NFPA 72 (10.8cm x 8.9cm x 8.2cm) NEMA 3R when mounted with the actuator vertical Warranty Maximum Stem Extension Cover Tamper Switch 3 years 2 /8" (5.4 cm) Stand with ULC model y Mounting Optional for UL model, part no. 546 -7000 U.S. Patent No. 1 /2" NPT nipple 5,213,205 Conduit Entrances Electrical Connections for PIBV2 One single side open for 1 /2" conduit Top View Switch 1 " -- in PIBV2 Mounting - i r, lw� ♦il 151 i ♦ Swkdr 2 CONTACT RATINGS 125/250 VAC t0 AMPS Strip Gage 24 VDC I 2.5 AMPS THE FOLLOWING ARE EXAMPLES OF THE FOLLOWING MOUNTING ACCEPTABLE MOUNTING POSITIONS: POSITION IS NOT ACCEPTABLE: Sup. Switch Sup. Switch to nonsg enceable initiating 1=1=111=•=1174=1 IL'I�M=E =� =I =I e n dof4in a res �(♦S zone of l isted FACP IzI �It.= • Irl le.m.. • =. 1:11 < .•., COM • 1 \ E 1 ` Typical FACP Connection i s ti s, ACTUATOR ACTUATOR ACTUATOR VERTICAL ® ��� p� !' VERTICAL (DOWN) HORIZONTAL (POINTING UP) , - :tc to power souru T I�I�i1��TITl=l local � �! c* bail 1∎1=M ■r�rgrZi WI Break wire as shown tor supervision cos of rArx,eetion. DO NOT allow tgi he leads O NsbM beyond switch Ordering Information housing. DG NOT loop wires. Typical Local Bell Connection Model Number Description PIBV2 Post Indicator /Butterfly valve supervisory switch PIBV2A Post Indicator /Butterfly valve supervisory switch (ULC model Part Number Description A3010 -00 Replacement hardware kit (wrenches, screw pack) 546-7000 Cover tamper switch kit . S07 -66-XX Tamper screws for cover WFDW Replacement tamper proof wrench for cover HEXW Replacement hex wrench System Sensor Sales and Service System Sensor Headquarters System Sensor Canada System Sensor in China System Sensor — Far East System Sensor — India 3825 Ohio Avenue Ph: 905.812.0767 Ph: 86.29.524.6253 Ph: 85.22.191.9003 Ph: 91.124.637.1770 x.2700 St. Charles, IL 60174 Fx: 905.812.0771 Fx: 86.29.524.6259 Fx: 85.22.736.6580 Fx: 91.124.637.3118 Ph: 800 /SENSOR2 System Sensor Europe System Sensor in Singapore System Sensor — Australia Fx: 630/377-6495 Ph: 44.1403.276500 Ph: 65.6273.2230 Ph: 613.54.281.142 Documents -on- Demand Fx: 44.1403.276501 Fx: 65.6273.2610 Fx: 613.54.281.172 800/736 - 7672 x3 www.systemsensor.com 02002 System Sensor. The company reserves the right to change product specifications without notice. A05-0197-006.03/02 S P R I N K L E R S Y S T E M S M O N I T O R I N G OSY2 SYSTEM Supervisory Switch SENSOR® Models Available OSY2 OS &Y Supervisory Switch OSY2 OSY2A OS &Y Supervisory Switch (ULC /Canadian) Replacement Parts n' OSYRK Replacement Hardware Kit 546 -7000 Cover Tamper Switch Kit lit 1 S07 -66-XX Tamper Screws for Cover 1 WFDW Cover Wrench HEXW Replacement Hex Wrench `ry as° 11 u Product Overview NEMA 3R rated enclosure System Sensor's OSY2 is used to monitor the open position of an Outside Screw User - friendly mounting bracket and Yoke (OS &Y) type gate valve. fits newer valve yokes Robust Construction. The OSY2 consists of a rugged housing, intended for indoor and outdoor use. When installed with the actuator in the vertical posi- Single side conduit entry does not tion, the OSY2 is NEMA 3R rated per UL. require right angle fittings Adjustable length actuator eliminates Application Flexibility. The OSY2 features a user - friendly mounting bracket and the need for cutting the shaft adjustable shaft to permit mounting to most OS &Y valves, ranging is size from 1" to 12 ". Its right angle design and wide bracket span provides maxi - Accommodates up to 12 AWG wire mum clearance for valve components, to accommodate troublesome valves. Three position switch monitors Removing the OSY2's gate valve bracket allows the unit to monitor side - vandal and valve close signals bracket style pressure reducing valves. Two SPDT contacts are enclosed in a Simplified Operation. Installation is made easier with the OSY2's single side conduit durable terminal block for added strength entrance. By providing a direct conduit pathway to the electrical source, right angle fittings are not required. Installation is further simplified by the OSY2's adjustable 100% synchronization activates both length actuator, which eliminates the need for cutting the shaft. alarm panel and local bell simultaneously Reliable Performance. The OSY2 is equipped with tamper resistant cover screws to prevent unauthorized entry. Inside, two sets of SPDT (Form C) synchronized switches are enclosed in a durable terminal black to assure reliable performance. 0 O I MEA ' APPROVED approved Engineering Specifications Model shall be model number OSY2 supervisory switch as manufactured by System Sensor. OSY2 shall be installed on each valve as designated on the drawings and /or as specified herein. Switches shall be mounted so as not to interfere with the normal operation of the valve and shall be adjusted to operate within two revolutions of the valve control or when the stem has moved no more than one -fifth of the distance from its normal position. The mechanism shall be contained in a weatherproof die cast metal housing, which shall provide a side entrance for 1 /2" conduit and incorporate the neces- sary facilities for attachment to the valve. A grounding provision is provided. The switch assembly shall include two switches each with a rated capacity of 10 Amp @ 125/250VAC and 2.5 Amp @ 24VDC. The cover shall contain tamper - resistant screws for which a security wrench will be provided with each switch. The OSY2 shall be Underwriters Laboratories listed for indoor or outdoor use. The OSY2 shall be Factory Mutual, CSFM, and MEA approved. Standard Specifications Contact Ratings Operating Temperature Range Service Use Two sets of SPDT (Form C) 32 °F to 120 °F (0 °C to 49 °C) Automatic Sprinkler: NFPA 13 10.0 A @ 125/250V AC Note: The OSY2 will operate from -40 °F to 120 °F One or Two Family Dwelling: NFPA 13D 2.5 @ 6/12/24V DC ( -40 °C to 49 °C); however UL does not test con- Residential Occupancies up to 4 stories: NFPA 13R trol valve supervisory switches below 32 °F (0 °C). National Fire Alarm code: NFPA 72 Overall Switch Dimensions 5 "H x 3 "W x 3 "D Enclosure Rating Warranty (14.6cm x 8.9cm x 8.2cm) UL indoor /outdoor 3 years NEMA 3R when mounted with the actuator vertical Bracket Span U.S. Patent Nos. 2 x 6 "W x 1 "D Cover Tamper Switch 5,478,038; 5,213,205 (5.7cm x 17.1cm x 2.5cm) Standard with ULC model Optional for UL model, part no. 546 -7000 Maximum Stem Extension 25/e (6.7 cm) Electrical Connections for OSY2 Shipping Weight 2.8 lbs. (1.3 kg) To p View Switch 1 -- Conduit Entrances ' • One single side open for 1 /2" conduit ° O'f i i i° 0114 0 e Switch 2 CONTACT RATINGS 1251250 VAC 10 AMPS OSY2 Mounting Strip Gauge 24 VDC f 2s AMPS Su •. Switch Sup. Switch THE FOLLOWING ARE EXAMPLES OF THE FOLLOWING MOUNTING to noufNn iniNat eeable ing 1�= 1= ���-�17I7l I- �1-1-�M�a_ ���I�I G �> and -of-0 resistor resr ACCEPTABLE MOUNTING POSITIONS: POSITION IS NOT ACCEPTABLE: zone of listed FACP i=i (♦..;•_ill 1=1=1;=•=11::1=1 i cou , cat I■' TIMM . ' \`` I /// TYpkal FACP Connection AP II) , fie r L \ , to paver sours `J compatible i -- - - IoW ACTUATOR ACTUATOR ACTUATOR VERTICAL with bell i =i' "ZrZW:1=ISi bell Break winces shown for supervision core of connection. DO NOT albw sMppsd VERTICAL (DOWN) HORIZONTAL leads N to p*8 ..s.— ( ) (POINTING UP) housin DO NOT loop ekes. Typical Local Bell Connection Ordering Information Model Number Description OSY2 Outside Screw and Yoke valve supervisory switch OSY2A Outside Screw and Yoke valve supervisory switch (ULC model Part Number Description OSYRK Replacement hardware kit (wrenches, screw pack and 1- hooks) 546 -7000 Cover tamper switch kit S07 -66-XX Tamper screws for cover WFDW Replacement tamper proof wrench for cover HEXW Replacement hex wrench System Sensor Sales and Service System Sensor Headquarters System Sensor Canada System Sensor in China System Sensor - Far East System Sensor - India 3825 Ohio Avenue Ph: 905.812.0767 Ph: 86.29.524.6253 Ph: 85.22.191.9003 Ph: 91.124.637.1770 x.2700 St. Charles, IL 60174 Fx: 905.812.0771 Fx: 86.29. 524.6259 Fx: 85.22.736.6580 Fx: 91.124.637.3118 Ph: 800 /SENSOR2 System Sensor Europe System Sensor in Singapore System Sensor - Australia Fx: 630/377-6495 Ph: 44.1403.276500 Ph: 65.6273.2230 Ph: 613.54.281.142 Documents -on- Demand Fx: 44.1403.276501 Fx: 65.6273.2610 Fx: 613.54.281.172 800/736 -7672 x3 www.systemsensor.com ®2002 System Sensor. The company reserves the right to change product specifications without notice. A05-0196-007•9/02•11i001 Fire Sprinkler Plan Review Date: April 13, 2010 Owner: Sonnet Montessori School Location: 4637 Park Nicollet Ave. Prior Lake MN. 55372 Contractor: Skyline Fire Protection PO Box 75- 303, 21 Street St. Paul MN 55055 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 (10 -0084) 11. Seal all penetrations in rated walls in an approved manor. 12. Provide signage for all valves, drains and inspector's test. 13. Water flow and pressure shall match hydrostatic design Sonnet Montessori March 14, 2010 Steven Diaz Department of Health Re: Sonnet Montessori & Childcare — New Location Food Serving Status Dear Steven: The purpose of this letter is to confirm the conversation we had wherein I informed you that we would not be serving Milk nor any other bulk foodstuff to the children of Sonnet. Kids will bring their own drinks and lunch, as well as the parents provide their daily snacks. We will maintain this policy in our new building, and if we foresee any changes, I will surely contact you for further assistance. I thank you for your time in this matter. Sincerely, Ann Thompson Administrator Sonnet Montessori School 952 - 226 -6675 952- 836 -9416 (cell) 866 - 752 -3074 (fax) www.sonnetschool.com MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY Division of Construction Codes and Licensing REPORT ON PLANS Plans and specifications on plumbing: Sonnet Montessori, 4637 Park Nicollet Avenue, Prior Lake, Scott County, Minnesota, Plan No. 101154 OWNERSHIP: SUBMTTTER(S): J & J Plumbing LLC, 547 Minnesota Street South, Shakopee, Minnesota 55379 -1501 Plans Dated: January 15, 2010; Revision No. 1, February 3, 2010; Revision No. 2, 2010 Date Received: March 16, 2010, February 12, 2010 Date Reviewed: March 17, 2010 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should be retained at the project location for future reference. Enclosed is a copy of the report and transmittal letter to be forwarded to the project owner. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing -in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the finished plumbing inspection. It is the responsibility of the contractor /installer to notify the Minnesota Department of Labor and Industry when an installation for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To schedule inspections, contact the state plumbing standards representative for your region, or call Jim Peterson at 651/284 -5889. REQUIREMENT(S): 1. The water supply to any dishwasher in which the supply opening is located below the spill line of the machine must be protected with a vacuum breaker (see Minnesota Rules, part 4715.1250). 2. The dishwasher outlet must rise to a peak as high as possible beneath the counter before turning downward and connecting to the kitchen sink (see Minnesota Rules, part 4715.1590, subpart 3). 3. Equipment used for heating water or storing hot water shall be protected by approved safety devices in accordance with Minnesota Rules, part 4715.2210 and part 4715.2230. Verify that a temperature and pressure relief valve is provided for the water heater. 4. Water heaters, including their controls and valves, must be installed so that they are capable of being reached safely and quickly for inspection, repair, or replacement without requiring the use of tools or the removal of obstacles, panels, or similar obstructions (see Minnesota Rules, part 4715.2240). Sonnet Montessori Plumbing Plan No. 101154 Page 2 March 17, 2010 5. A water heater with a tank capacity of 6 gallons or less may be concealed in a ceiling space provided the water heater has been set in an overflow pan. The overflow pan must be constructed of a corrosion resistant material, have side walls extending at least 4 inches upward, and have an outlet size that is not less than the size of the supply line to the water heater. The outlet must continue undiminished in size to a point -of -safe disposal below the ceiling area. Tools must not be required to gain access to the water heater (see Minnesota Rules, part 4715.2240). It is recommended that the relief valve discharge pipe be routed independently to a point -of -safe disposal below the ceiling. 6. A full -way valve must be provided on the cold water supply line to the water heater (see Minnesota Rules, part 4715.1800). 7. The direct connection between a potable water supply and the lawn irrigation system shall be provided with an approved backflow preventer in accordance with Minnesota Rules, part 4715.2110, T, and part 4715.2100. The installation of reduced pressure zone backflow preventers is permitted only when periodic testing is done by a trained backflow preventer tester acceptable to the administrative authority. Testing intervals shall not exceed one year, and records must be kept. All devices must be tested after initial installation to assure that debris from the piping installation has not interfered with the functioning of the device. The devices shall be overhauled at least once every five years. The installation of new backflow preventers must be at least 12 inches, but not more than 6 feet above the finished floor or ground level. 8. Double wyes may not be used for drainage fittings in the horizontal position (see Minnesota Rules, part 4715.2420, subpart 3). Proper pipe slope cannot be maintained on both of the offset branches. 9. The vent pipe opening from a soil or waste pipe may not be below the weir of the trap. The fixture drain lines must connect to the vertical sanitary drain with a tee connection rather than a wye connection as indicated in the waste and vent riser diagrams (see Minnesota Rules, part 4715.2620, subpart 2). 10. The distance between cleanouts in horizontal piping shall not exceed 50 feet for pipe 3 inches or less in size, or not over 100 feet for pipe 4 inches and greater in size (see Minnesota Rules, part 4715.1010). 11. All solder and flux used for the potable water distribution systems shall contain less than 0.2 percent lead. Use of 50 -50 solder or flux containing more than 0.2 percent lead is prohibited in potable water distribution systems. Any solder other than 95 -5 tin - antimony or 96-4 tin- silver must be specifically approved by the administrative authority prior to use (see Minnesota Statutes, Section 326B.439). Joints to be soldered must be properly fluxed with noncorrosive paste -type flux complying with ASTM Standard B813 -00. 12. The installation of cross -link polyethylene (PEX) tubing was specified for the water distribution system. If all of the following requirements cannot be met, a different material that complies with Minnesota Rules, part 4715.0520 must be used: a. The tubing system must comply with ASTM Standard F877 and F876. b. When installed as a system in accordance with ASTM Standard F877, the system tubing and fittings must be of the same manufacturer. c. When other fittings are used with ASTM Standard F877 and F876 tubing, the fittings must comply and be marked with ASTM Standard F1807, F1960, F2080, F2098 -01, or F2159. In addition, the tubing must be marked to indicate the fitting standard and the corresponding tubing standard (e.g. ASTM F877/F876/F 1960, F877/F876/F 1807, etc.). Sonnet Montessori Plumbing Plan No. 101154 Page 3 March 17, 2010 d. The system must be installed by a factory trained installer of the particular PEX system to be installed. Certain manufacturers require installation by licensed plumbers who have been trained to install their material. e. All persons installing PEX materials shall have a card on their possession documenting completion of training by the manufacturer or his agent for the material to be installed. f. The tubing and fittings must be marked as required by the applicable standard specification and with the appropriate ASTM designations by the manufacturer. g. The installation must be in accordance with the manufacturer's installation instructions. 13. Solvent weld joints in PVC and CPVC pipe must include use of a primer which is of contrasting color to the pipe and cement. A one -step solvent cement complying with ASTM Standard F493 or D2846 may be used for CPVC joints (see Minnesota Rules, part 4715.0810, subpart 2). 14. Plastic pipe must be installed in accordance with Minnesota Rules, part 4715.0580(F) and part 4715.0600. Above -grade horizontal runs of plastic waste and vent pipe cannot exceed 35 feet in total length. Above -grade vertical stacks constructed of plastic pipe may exceed 35 feet in total height only if an approved expansion joint is used. 15. The cast iron specified on the submitted plans as an optional material for the drain, waste, and vent must meet the quality standards specified in Minnesota Rules part 4715.0570 through 4715.0600. No quality standard is specified for this material. 16. Above -grade horizontal plumbing piping must be supported as follows (see Minnesota Rules, part 4715.1430, subpart 4): a. Plastic pipe: at least every 32 inches. b. Cast iron: at least every 5 feet; or 10 feet when ten foot lengths of pipe are used. c. Copper tubing (11/4-inch or less): at least every 6 feet. d. Copper tubing (11/2-inch or over): at least every 10 feet. 17. Disinfection of the potable water system must include the following (see Minnesota Rules, part 4715.2250): a. The pipe system must be flushed with clean, potable water until no dirty water appears at the points of outlet; b. The system must then be filled with a water chlorine solution containing at least 50 parts per million of chlorine and allowed to stand for 24 hours; or a solution containing at least 200 parts per million of chlorine and allowed to stand for three hours; and c. Following the allowed standing time the system must be flushed with clean potable water until no chlorine remains. 18. The plumbing system shall be tested in accordance with Minnesota Rules, part 4715.2820. NOTE(S): 1. The scope of this project consists of the construction of a new building. The plumbing installation includes a three - compartment sink, a domestic -type dishwasher, electric water coolers, lavatories, a urinal, tank -type water closets, a mop sink, wall hydrants, floor drains, water heaters, an irrigation system, and a fire protection system. 2. This facility will be served by new municipal sewer and water service connections. Sonnet Montessori Plumbing Plan No. 101154 Page 4 March 17, 2010 3. The Minnesota Plumbing Code is available on our website at: www .dli.mn.gov /CCLD/Plumbing.asp Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements necessary. Approved: Marise A. Widmer Public Health Engineer Plumbing Plan Review and Inspections Unit 443 Lafayette Road North St. Paul, Minnesota 55155 -4343 651/284 -5887 MAW:jat cc: Project Owner J & J Plumbing LLC Mr. Robert Hutchins, Building Official- File ITCO ALLIED ENGINEERING CO. AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsite and Laboratory Testing, Geotechnical Services, Commercial, Residential and Municipal 7125 West 126th Street, Suite #500 - Savage, MN 55378 Telephone: (952) 890 -7366 Fax: (952) 890 -5883 K.A. Witt Construction 1530 West 280 Street New Prague, MN 56071 Project: 4637 Park Nicollet Avenue Ordered By: Customer Reported: March 15, 2010 Submitted By: Gary Standish, ITCO Field Data 4x8 cylinder Field ID number: 2010 -23 2010 -26 2010 -28 Date cast: 2 -26 -10 3 -1 -10 3 -2 -10 Age to be tested, days: 10 7 7 Part of structure: Footings CMU Mortar Bond beam / core fill Cast by:: Contractor Contractor Contractor Compressive Strength as per ASTM C39 Laboratory number: 2010 -23 2010 -26 2010 -28 Received: 3 -3 -10 3 -3 -10 3 -3 -10 Days on jobslte & enroute: 5 2 1 Days laboratory cured, ASTM C39: 5 5 6 Load at failure, pounds: 49,000 40,500 56,000 Strength, P.S.I.: 3,800 3,172 4,321 Specified strength at 28 days: 3,000 3,000 Remarks: Copies To: Charge Codes: 6 -501, 9 -506, 3 -509, 6 -508 gle/1 opp-- "r, P Signed L ' G. J. Kopacek Professional Engineer - Registration No. 7254 Page 1 of 1 Bob Hutchins From: Diaz, Steven (MDH) [Steven.Diaz @state.mn.us] Sent: Monday, March 15, 2010 9:07 AM To: jason @kawitt.com Cc: Bob Hutchins Subject: FW: Sonnet School Jason, As we discussed on the phone, Ann Thompson has indicated to our department that she will not be providing any food items to the kids as indicated in the attached letter. She will not need to be licensed by our department or go through the MN Department of Health plan review process. She has indicated that all course work involving food preparation in the class rooms will cease, kids will be responsible for bringing their own lunches, snacks, and beverages. Steven Diaz, RS Public Health Sanitarian Supervisor P.O. Box 64975 St Paul, MN 55164 Phone: 651 - 643 -2167 Fax: 651 - 643 -2153 From: Ann Thompson [mailto:ann @sonnetschool.com] Sent: Sunday, March 14, 2010 10:24 PM To: Diaz, Steven (MDH) Cc: ann @sonnetschool.com Subject: Sonnet School Hi Steven: Finally I can get back to normal work routine with my computer. I had some issues but it is back to normal now. Attached is the letter and please let me know if you need additional information. Thank you and Best regards, Ann Have a great Day Ann Thompson Sonnet Montessori School 952- 226 -6675 952 - 836 -9416 (cell) 866 - 752 -3074 (fax) www.sonnetschool.com 3/24/2010 ITCO ALLIED ENGINEERING COMPANY AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsite and Laboratory Testing, Geotechnical Services, Commercial, Residential and Municipal 7125 West 126 Street, Suite 500, Savage, Minnesota 55378 Telephone: 952 - 890 -7366 Fax: 952- 890 -5883 March 3, 2010 At tn: Jason K A Witt Construction, Inc. phone: 952 - 758 - 2108 1530 - 280th Street West P.O. Box 86 New Prague, Minnesota 56071 • RE: 4637 Park Nicollet Avenue (Sonnet Montessori) Prior Lake, Scott County, Minnesota • As requested, site visits were made on February 25, 26, 2010 at 11:35 A.M. and 10:04 A.M. respectively, to• evaluate /test soils, and inspect forms and reinforcement for footing placement, within a commercial building under construction. A subsurface soils exploration report #09016 dated June 25, 2009 as.prepared by Itco Allied Engineering Company, and a building plan provided by David Liner Architects dated January 15, 2010, were available for review during the inspections. On 2/25/10, observations were made within the south or rear footing line of the building. Soils at the base of the footing trench, ranged from a fine sand in the east, to a coarse loamy sand in the west, and a well graded sand and gravel near the mid - point. All soils were below optimum moisture, with no ground water infiltration observed. At the east end of the footing line, the contractor had increased the trench depth from 4 foot to approximately 6 3/4 feet, to assess dark soils observed as patches at footing elevation. The material as viewed within a 8" to 10 ". at the north wall of the excavation, was classified as a dark silt loam (horizon "B" in appearance), Based upon a 1 18th inch fluted handauger probe put down.at the footing line base, we were able to determine that the referenced dark soils are not extensive, being well consolidated and below 5 to 6 percent organic content, they are considered suitable for, construction. To assess the strength of the soils, a 5 /8th inch diameter smooth probe was used to penetrate soils at random within'the footing trench excavation. With full body weight applied, the probes indicated penetration consistent with soils of acceptable consolidation. The relative loadbearing capacity of the soils was evaluated by dynamic cone penetrometer tests were conducted at the east and west end of the footing line. The dynamic cone penetrometer (DCP), uses a eight kilogram (17.6 pound) hammer to drive a 20 millimeter diameter conical point into the soil, with the penetration recorded in millimeters per blow. From the DCP readings, a per r blow, penetration average was recorded and a N -value derived. This N- value, is an empirical relationship we have established to equate the dynamic cone data to the more familiar blows per foot (BPF) standard penetration soil boring test. Test #1 - Rear Footing Line (East End) DCP Depth Per Blow Avq. / N -Value Estimated Load 245 MM (9.6 ") 14.3 MM / N -22 Exceeds 4000 PSF Test #2 - Rear Footing Line (West End) DCP Depth Per Blow Avq. / N -Value Estimated Load 276 MM (10.9 ") 15.6 MM / N -21 Exceeds 4000 PSF On 2/26/109, the contractor had completed excavation of the remaining perimeter footing lines. Soils conditions were generally consistent with those referenced on 2/25/10, being granular in content and below optimum moisture. Probes conduced at random, indicated acceptable soil strength throughout the footing lines, with the exception of a isolated area, approximately 4 to 5 feet in length, near the mid- point of the north or front footing, line. Dynamic Cone Penetrometer tests were again conducted to evaluate soil bearing capacity. Test #3 - Front Footing Line (Near. Mid - point) DCP Depth Per Blow Avq. / N -Value Estimated Load 825 MM (32.5 ") 54.7 MM / N -5.8 1925 PSF Test #4 - West Footing Line (Near Mid- point) DCP Depth Per Blow Avq. / N -Value Estimated Load 338 MM (13.3 ") 25.8 MM / N -11.8 3940 PSF Test #5 - East Footing Line (Near Mid - point) DCP Depth Per Blow Avq. / N -Value Estimated Load 353 MM (13.9 ") 28.3 MM / N -11 3750 PSF The DCP tests indicated acceptable bearing capacity, meeting or exceeding the design requirements of 2500 PSF, with the exception of Test #3 conducted at the front footing line within the area previously probed and indicating lower strength soils. It is recommended that the bearing capacity results for this isolated area be communicated to the engineer of record, and additional reinforcement be placed prior to the footing pour. Footing forms and reinforcement were evaluated for compliance to the building plan. The footings were configured at 20" x 10" W /(2) - #4 bars continuous, and included 3 stoop step -outs integral with the strip footing design. Reinforcement bars were placed with full wraps at corners, and splice lengths at, or exceeding 48 bar diameters. All rods were securely wire tied at splices and overlap junctures, and properly elevated for 3" coverage. On 3/3/10, a site visit was made for pick -up of concrete test cylinders cast by the contractor on the 2/26/10 footing pour. The CMU foundation wall had been completed to the poured bondbeam coarse. Although we had not been notified for a inspection, it is our understanding that the bondbeam reinforcement consisted of (2) - #5 bars cont. with full corner wrap segments of 24 ", extending into the opposing wall sections. In our opinion, the observed work was satisfactory and appropriate for the application, and in compliance with the project plans or accepted engineering standards. Sincerely, Itco Allied Engineering Company Reviewed By: Gary Standish Robert P. Sullentrop P.E. Senior Inspector Minnesota Reg. #17823 CC: City of Prior Lake Building Inspections *701 - 1 / *605 - 2 / *610 - 1/4 / #304 - (5 DCP) / *612 -- 39 KAWITTI.DOC 443 Lafayette Road N. MINNESOTA DEPARTMENT OF (651) 284 -5005 St. Paul, Minnesota 55155 LABOR & INDUSTRY TTY: 1 297-4198 98 -DLI w ww.dolistate.mn.us ( 651 ) March 8, 2010 Vl I MAR 0 9 2010 J & J Plumbing LLC 547 Minnesota Street South Shakopee, Minnesota 55379 -1501 By Gentlemen/Ladies: Subject: REQUEST FOR ADDITIONAL INFORMATION Regarding Plumbing at Sonnet Montessori, 4637 Park Nicollet Avenue, Prior Lake, Scott County, Minnesota, Plan No. 101154 We are NOT able to grant approval at this time of the plans and specifications submitted for the above - designated project. The following comments outline the changes and/or additional information that must be submitted so that we can further evaluate the plans and specifications for compliance with the standards of this department: 1. The plumbing plans were reviewed for this project and it has been determined that the submitted fee of $350 is incorrect and the correct fee is $500. No fee submitted for the storm system containing the catch basin shown on the Grading, Drainage, Utility, and Erosion Control Plan, Sheet No. C2. Please submit $150, the minimum fee for a storm water system. 2. The submitted plans show riser diagrams for only Room Nos. 114 and 115. Please provide waste and vent, and water riser diagrams for all of the new plumbing. All new plumbing fixtures, equipment connected to the plumbing system, and pipe sizes must be identified on the diagrams. 3. Mechanical Specifications, Division 15, Section 12, Part H, shows that a dishwasher is proposed to discharge into the inlet side of the three - compartment kitchen sink P -trap. The dishwasher must either discharge to the drainage system through an air break, an air gap, or directly to the sanitary drain if a floor drain without a backwater valve is installed on the individual dishwasher drainage branch (see Minnesota Rules, part 4715.1250). Please reference the enclosed handout "Dishwashers in Public -Use Buildings" and submit revised plans showing the dishwasher' installation. 4 Mechanical Specifications, Division 15, Section 12, Part H, shows 1' /z -inch P -traps for the three- compartment sink. Pot or scullery sinks must be provided with waste outlets not less than 2 inches in diameter (see Minnesota Rules, part 4715.1390, subpart 1) and drainage pipe cannot decrease in size in the direction of flow (see Minnesota Rules, part 4715.2420, subpart 3). A single 2 -inch trap and waste may serve the three- compartment sink if the trap is located not more than 30 inches from each compartment outlet (see Minnesota Rules, part 4715.0900). Locating the trap beneath the center compartment will meet this requirement in most instances. This information can be provided to you in altemative formats (Braille, large print or audio). An Equal Opportunity Employer J & J Plumbing LLC Plumbing Plan No. 101154 Page 2 March 8, 2010 Please reference the enclosed handout "Trap Installation for Three- Compartment Sinks" and provide a waste and vent riser diagram showing the proposed installation. 5. All pot, scullery, food prep, and bar sinks must be provided with a floor drain on the individual drainage branch serving each sink. This floor drain must not be equipped with a backwater valve (see Minnesota Rules, part 4715.1390, subpart 2). Since a tell -tale floor drain is required on the dedicated fixture branch, the floor drain must specifically serve that sink prior to connecting to any other fixtures. Please reference the enclosed handout "Tell -Tale Drains on Commercial Sinks" and provide a waste and vent riser diagram showing the proposed installation. NOTE(S): 1. The Minnesota Plumbing Code is available on our website at: www.dli.mn.gov /CCLD/Plumbing.asp Please submit the requested information promptly so we may complete our plan review. No construction related to the above - referenced plans shall begin until approval is provided by our office. When submitting additional information, please refer to Plan No. 101154. If you have any questions, please contact me at 651/284 -5887. Sincerely, Marise A. Widmer Public Health Engineer Plumbing Plan Review and Inspections Unit Construction Codes and Licensing Division MAW:jat Enclosures cc: Mr. Robert Hutchins, Building Official ✓� Minnesota Department of Health Environmental Health Services Section Marise A. Widmer ■ v■■wwaauaw w r • ■ waa Associates, Inc. Mechanical & Electrical ACEC Consulting Engineers SONNET MONTESSORI PRIOR LAKE, MN. February 5, 2010 We offer the following response to the mechanical and electrical items in the Prior Lake plan review dated January 29, 2010: p � Item 2 Fire sprinkler and fire alarm plans will be provided by the contractor at a later date. t Item 12 Sheet ME -1. Drawing will be modified to add PIV tamper switch conduit and connection to Fire Alarm. Item 13 Refer to Drawing Sheet E4, Lighting Fixture Schedule: Fixture type 'X' is a combination emergency egress and exit s This provides egress lighting for Hallway 106 and Lobby 101. Item 15 A 1" disc water meter rated up to 50 GPM at 8 PSIG WPD should be adequati for the domestic water and irrigation meters. The irrigation system will be designed by the contractor and the peak load has not yet been determined, but a 1" meter should b+ adequate. 2300 Kennedy Street NE, Suite 50 Phone (612) 333 Minneapolis, MN 55413 email: fbaengineers @integra.net Fax {612) 344 -1115 AA AA A Metropolitan Council AA June 10, 2009 Bob Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 Dear Mr. Hutchins: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Sonnet Montessori School to be located at 4637 Park Nicollet Avenue within the City of Prior Lake. This project should be charged 7 SAC Units, as determined below. SAC Units Charges: Daycare (unlicensed) 3377 sq. ft. @ 490 sq. ft. /SAC Unit 6.89 or 7 It is the Council's understanding the school may become licensed at a later date. At that time the business may submit documentation for a SAC evaluation. The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. Please keep in mind that on January 1, 2010 our SAC credit rules will change. Visit the SAC section of the Council website to learn more. If you have any questions, call me at 651 -602 -1118 or email karon.cappaert@metc.state.mn.us. Sincerel i 4vAr.4 � on Capp • rt SAC Technician Environmental Services Division KC:kb: 090610A7 Determination expiration: June 10, 2011 cc: J. Nye, MCES Ann Thompson, Sonnet School (email) www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101 -1805 • (651) 602 -1000 • Fax (651) 602 -1550 • TTY (651) 291 -0904 An Equal Opportunity Employer Building Envelope Compliance Documentation Part I Project Name: QI»3t= — Mom t 0;Sor O(° ��7T Project Address: 44 ' /l f 4 N 1 ( 0, 1, (.. T At! e� Date: . 4 ' t,�() ( 0 Designer of Record: DA 0 i 0 LA /,, l tj E, R A r tk ( °' y el- < Telephone: 95 Z . Ga 4- G 4 Contact Person: t, � (0 L i hw ( . • J Telephone: cis 7,- $ 8 4. 6 4S �J Cit 1 L,,.p: ' , h1 I Climate Zone; Criteria Table: 5 r 5- Co Mandatory Provisions Checklist Insulation (§ 5.4.1) Fenestration and Doors (§ 5.4.2) ❑ Cargo doors and loading dock doors are equipped with weatherseals in V Insulation Materials are installed In El U- factors are determined in climates zones 3 through 8. accordance with manufacturer's accordance with NFRC 100. U- factors ❑\ Entrance doors have vestibules. $ t ` Al `.4 recommendations and in such a for skylights shall be determined for a r ( (,-. / ..7 manner as to achieve rated R -value of slope of 20° above the horizontal. Exceptions: t I" insulation Exceptions: ❑ Climate zone 1 or 2 ❑ Exception: for metal building roofs is less than four stories. or metal building walls. ❑ U- factors are taken from A.8.1 for Building glazed wall systems In vertical ❑ Doors not intended as building O Loose -fill insulation is not used in attic fenestration and /or skylights. entrance. roof spaces when the slope of the ❑ U- factors are taken from A.8.2 ❑ Doors open from dwelling unit(s). ceiling is more than three in twelve. other fenestration products. Doors open from spaces smaller Attic eave vents have baffling to deflect ❑ U- factors are taken from A.7 for than 3,000 ft the incoming air above the surface of opaque doors. ❑ Building has revolving doors. the insulation. ❑ U- factors are derived from 0 Doors for vehicular movement or ig Insulation is installed Ina permanent DASMA 105 for garage doors. material handling. manner in substantial contact with the ❑ Solar heat gain coefficient (SHGC) is inside surface. determined in accordance with NFRC ❑ Batt insulation installed In floor cavities 200. is supported in a permanent manner by Exceptions: supports no greater than 24 in. o.c. ❑ SHGC is determined by Lighting fixtures, HVAC, and other multiplying the shading coefficient equipment are not be recessed in (SC) by 0.86. Shading coefficient ceilings in such a manner to affect the is determined using a spectral insulation thickness unless. data file determined in accordance with NFRC 300. Exceptions: ❑ ❑ SHGC for the center of glass is The recessed area is less than used. SHGC is determined using one percent. a spectral data file determined In O The entire roof, wall, or floor is accordance with NFRC 300. covered with insulation to the full ❑ SHGC is taken from § A8 for depth required. glazed wall systems in vertical • The effects of reduced insulation fenestration and skylights. are included in calculations Using an area weighted averages. ❑ Visible Tight transmittance is determined in accordance with NFRC ❑ Roof insulation is not installed over 200. suspended ceiling with removable ceiling panels. Air Leakage (§ 5.4.3) 1:1 Exterior insulation is covered with a The The building envelope is sealed, protective material to prevent damage. caulked, gasketed, and/or weather - Insulation is protected in attics and stripped to minimize air leakage. mechanical rooms where access Is nee fa` Air leakage through fenestration and doors is less than 0.4 cfm /ft (1.0 ❑ Foundation vents do not interfere with cfm/ft for glazed swinging entrance the insulation. doors and for revolving doors) when ❑ Insulation materials in ground contact tested in accordance with NFRC 400. have a water absorption rate no Exceptions: greater than 0.3 percent. , Field fabrcated fenestration and doors. O For garage doors tested In accordance with' DASMA 105. I ES ANSI / ASHRAE /IESNA Standar 90.1-2004 Buildin • Envelope Compliance Documentation Part II, Page 1 Project Name: M r M 0 ,A. 1 + , Q ry 5 CH-00 (... Contact Person: t ,4,1/ 1 1 1 t,t f,,) Telephone :` 'i4 Space Category § 5.5.4.4.1 Exceptions Window -Wall Ratio Total North (Opt.) Other (Opt.) Skylight -Roof Ratio Gross Wall Area (ft .2 , 6 Gross Roof Area (ft 6{" onresidenti 2 North Oriented Residential Overhangs Window Area (ft`): 3 °, /j Skylight Area: Semiheated i Street Level Windows Window -Wall Ratio: 6,0 6 Skylight -Roof Ratio Opaque Surfaces Class (Pick one) Pick Pick one one o 0 Roof Wall Floor Slab Door c Description/ Y s Proposed Criteria Surface Name 0 m O m w R-Value, R-Value, (optional) clo c U- Factor, U- Factor, ° c o 0 ) o d m d c :a v C- Factor C- Factor or ° ° E o y E c °' 0 0 < o v or F-Factor • m e E m ur LL - ° LL c . f a ' 'v co. m F- Factor al v 732 ° u rn ' N D W U ( N N o o y t0 C o j ,r o o 2 x t :Io wtLl�-- Af,avei 000000 00000000 oo ®O ❑ 9\11 t'a 2y i8 00 0000000000000 00 00 ❑ o0 000000000Ooo ®o ❑ .'4 1' 0 coo 000000000000000 00 00 ❑ 00000000000 ®000 •0, »0 ❑ 9N-1 1`1 Y 000000000000000 00 00 ❑ tt0t017-i t1 1)0( a 000000000000000 00 000 o,s4Z 000000000000000 00 00 ❑ 000000000000000 00 00 ❑ 000000000000000 00 00 ❑ 000000000000000 00 00 0 000000000000000 00 00 ❑ 000000000000000 00 00 000000000000000 00 00 ❑ 000000000000000 00 00 ❑ 000000000000000 00 00,0 000000000000000 00 00 ❑ 000000000000000 00 00 ❑ 000000000000000 00 00 ❑ 000000000000000 00 00 ❑ 000000000000000 00 00 000000000000000 0 0 00 ❑ 000000000000000 00 00 ❑ 000000000000000 00 00 0 000000000000000 00 00 ❑ 000000000000000 00 00 0 000000000000000 00 00 ❑ 000000000000000 00 00 ❑ 000000000000000 Oo 00 00000000000000000'00 ❑ IES. a ANSI /ASHRAE /IESNA Standard 90.1 -2004 lqMr ■ . II). I • • I " • • III • ... I " • . al ' I 0 . ° a " • e • • . A Project Name: 0 1 , \,k16--r IA core ,.../..,0,ei scA,o01,, r).,?.../ 0:...„z (..it.A.,, mr4 Contact Person: 1.) AA) 1 (.3 1,, 1 1,10 C,P — I Telephone: 1,5 "2- - 8 8 4° 6 4 5 5 Fenestration Class (Pick one) Proposed Fenestration Criteria Description/ (1.) 0 .c Name tv 0 COQ) g. 6 — .52 0 0 i.) LL 0 0 it 5 -- .2 ( 7, ._ c (3 0 a r(..9 c0 .._ ,. 0 G, •( V, '..-e. .- I id 1 0 0 Z 0 7 0 C II. ZZ 0 0 0 0 Z 4-.--<( 03 x . ' ..... ..... 8 0 c 0, c 0, cot, . ■ t: g g g g f f -t c2.' 0 43 C 0 C 7:7 0 1 X 5 e , 2 b L-A 's - r 1 03 kl t n" 2 03 .7 I g i t ki V, CO 0 0 a. 0 28 88 v0, W()1) o o 0 o o oo coo Vr 4 E9 ../..9 0 0. (.1 MR 000000000 0 o o o o o o 0 o o 0 . , 000000000 0 000000000 0 000000000 0 00000.0000 0 000000000 0 000000000 0 o o o o o o o o o 0 000000000 , _ 0 00 0 o o 0 o o o 0 000000000 0 000000000 0 000000000 0 000000000 0 000000000 0 000000000 0 000000000 0 000000000 0 000000000 0 o o o o o o o o o 0 — o o 00 o o000 0 000000000 _ 0 000000000 0 000000000 0 000000000 0 000000000 0 000000000 0 000000000 0 000000000 0 000000000_ 0 000000000 0 00_0000000 0 IES , i . .- ANSI/ASHRAE/IESNA Standard 90.1-2004 ` PAVIP LIMNER a ARCI- IITECTS fQ ' r ' { 1 ( >� I I 1 1Q100 MORGAN AVE, SOUTI I , r ' .', NvN 55431 r) �i t) w� ` C) � 'i PHONE: 952-884 ; t'ma _''' ° f g FAX: 952 884 -U86c E-MAIL: DLINNER@LINNERARCHITECTS,COM Sf IE :_ PATE: Z t) —e it ' d 1 u t ( fit) ., " x s 0`, 6`? ! t , , - 0 {, , 1t y ,7 > �� 4 745 ° - Zs - ) - ()ll -q xg,.‘.,,81 ( 4 e i' ( e)i./2, x 4'-' , ,,i-z ...: 4 ,,,( 2..706 .,‹ 4/?0,3) 7.7. 50.91 '1G, / - ,,,, ) `� ,` \ ' "'. 5 0 e 0 Cr (1\‘'() ( (1, -- tc e ft„061 I i x 3,33 >( 7,1'i — i( ' ,4rZ e '3 -' (- 1 \ - ' ' " I x , $'r x `7 4 (' • ''' 1 Gay .` VI � . , � .,.�. .. `" m t ,,, .a ,F �5'�ycJ� .. r N► a ' Report of Geotechnical Exploration Sonnet Montessori School Prior Lake, Minnesota June 25, 2009 Allied Project 09016 ITCO Allied Engineering Company 7125 West 126 Street, Suite 500 Savage, Minnesota 55378 Ph: 952 - 890 -5909 Fax: 952 - 890 -5883 SUBGRADE EXPLORATION FOR SONNET MONTESSORI SCHOOL Prior Lake, Minnesota Allied Project No. 09016 June 24, 2009 INTRODUCTION This report presents the results of subgrade exploration performed by our firm for the above referenced site. This work was requested by Mr. Rod Boone of Tiffany Realty on May 28, 2009 and authorized by Ms Ann Thompson of Sonnet Montessori School on June 9, 2009. Our work was performed in accordance with our proposal dated May 28, 2009. PROJECT INFORMATION The project site is located at 4637 Park Nicollet Avenue, Prior Lake, Scott County, Minnesota. The site is a vacant commercial lot. A new school building is proposed. BORING LOCATIONS AND ELEVATIONS The borings were located as shown on the site plan included in the Appendix. Borings 1 through 4 were located in the 4 corners of the proposed building. These were staked in the field by others. Elevations included on the boring logs were obtained by interpolating from a contour map of the site. These should be accurate to within approximately one half foot. FIELD EXPLORATION One Standard Penetration Test (SPT) boring was put down a to depth of 25 feet (borings 1). Three SPT borings (borings 2 -4) were put down to a depth of 20 feet. An additional SPT boring (boring 5) was put down to a depth of 10 feet. The borings were put down in accordance with ASTM 1586 -84: "Standard Method for Penetration Test and Split- Barrel Sampling of Soils" . Using this procedure, a 2" O.D. split barrel sampler is driven into the soil by a 140 -1b weight falling a distance of 30 inches. After an initial set of 6 ", the number of blows required to drive the sampler an additional 12 inches is known as the standard penetration resistance or N- value. The N -value provides an indication of the relative density of cohesionless (coarse grained) soils or of the consistency of cohesive (fine grained) soils. As the samples were obtained in the field, they were visually and manually classified. Representative portions of the samples were then sealed in clean glass soil jars and returned to the laboratory for further examination and verification of the field classification. The recovered soil samples were classified in accordance with the Unified Soil Classification System, ASTM D: 2488 -8. Logs of the test borings indicating the depth and identification of the various strata, measured penetration resistances, soil classifications and the results of water level checks are included in this report. A bag sample was obtained from boring 5 at 1 -2 feet of depth. A gradation test and a plasticity index test were done on this sample. The results are included in the appendix and were used to make pavement recommendations. SUBSURFACE CONDITIONS Soil Boring 1 Soil boring 1 consisted of a topsoil layer, underlaid by clayey sand from at least 2.5 feet to at least 4 feet of depth, fine to medium sand with clay from at least 5 feet to at least 6.5 feet of depth, silty sand with gravel from at least 7.5 feet to at least 9 feet of depth, silt from at least 10 feet to at least 11.5 feet of depth, silty sand from at least 12.5 feet to at least 14 feet of depth, soft clayey sand from at least 15 feet to 15.3 feet of depth, fine to medium sand to at least 16.5 feet of depth, sandy clay from at least 20 feet to 25 feet of depth, and clay to 26.5 feet of depth. 2 Soil Boring 2 Soil boring 2 consisted of a topsoil layer, underlaid by clayey sand from at least 2.5 feet to at least 4 feet of depth, sandy clay from at least 5 feet to 5.25 feet of depth, fine to medium sand to at least 9 feet of depth, clayey sand with a silt seam from at least 10 feet to at least 11.5 feet of depth, sandy clay from at least 12.5 feet to 21.5 feet of depth. Soil Boring 3 Soil boring 3 consisted of a topsoil layer, underlaid by silty sand from at least 2.5 feet to at least 4 feet of depth, sandy clay from at least 5 feet to 5.25 feet of depth, sand and gravel to at least 6.5 feet of depth, silty fine sand from at least 7.5 feet to 7.75 feet of depth, clayey sand and gravel to at least 9 feet of depth, fine sand with clay, from at least 10 feet to 10.3 feet of depth, • sandy clay to 12.5 feet of depth, silty sandy clay to 20 feet of depth, and clayey sand to 21.5 feet of depth. Soil Boring 4 Soil boring 4 consisted of a topsoil layer, underlaid by fine silty sand from at least 2.5 feet to 3.67 feet of depth, organic silt to 7.7 feet of depth, sand with clay to 9.2 feet of depth, clayey sand to at least 9.5 feet of depth, sandy clay from at least 10 feet to 10.25 feet of depth, sand with gravel to at least 11.5 feet of depth, medium sand from at least 12.5 feet to 14.2 feet of depth, sand with clay to at least 14.5 feet of depth, soft clayey sand from at least 15 feet to 16.4 feet of depth, and soft sandy clay to 21.5 feet of depth. Soil Boring 5 Soil boring 5 consisted of a topsoil layer, underlaid by silty sand to 2.75 feet of depth, medium to coarse sand with gravel to 5 feet of depth, fine to medium sand with gravel to 7.5 feet of depth, and fine sand to 11.5 feet of depth. N- values ranged from 2 to 35, indicating that the soils ranged from very loose to dense in consistency. Low N- values (below 6) were found in boring 1 at 10 -11.5 feet of depth (5), boring 3 at 12.5 -14 feet of depth (5), boring 4 at 5 -6.5 feet, 15-16.5 feet, and 20 -21.5 feet of depth (4, 3, 2), and boring 5 at 5 -6.5 feet and 7.5 -9 feet of depth (4, 4) Groundwater was encountered in the borings from 12 feet to 17.5 feet of depth. It should be noted that 3 sufficient time may not have elapsed for equilibrium conditions to have been achieved in the open bore hole. Groundwater conditions may vary both seasonally and annually, based on precipitation amounts, patterns, and both surface and subsurface drainage in the local area. Attached to this report are the logs of the test borings, which describes the conditions encountered at the drilling locations. The depth of the individual strata of soil may vary at and between drilling locations due to unsampled intervals, the occurrence of transitions between soil layers and the natural variability of the subsurface conditions. CONCLUSIONS AND RECOMMENDATIONS Organic topsoil, peat, organic clay, organic silt, and any soft soil layers which may be encountered should not be relied upon for support of the proposed footings, slabs or controlled fills that will support these elements. It should be possible to provide support for the planned structure with conventional spread footing foundation systems along with an observational approach. The non -root infested and inorganic on -site soils would generally be suitable for reuse as controlled and compacted fill material. The topsoil, or other materials, which would not be suitable for use as controlled fill, may be able to be used as surface fill in the lawn and landscaping areas. Additional recommendations are presented in the following sections. 1. EXCAVATION In general, grubbing and stripping operations should remove all significantly organic or root infested soils from the areas to be worked. Frozen material, soft consistency clays, or otherwise unsuitable soil and debris should be removed. Where undocumented fill or otherwise unsuitable soils are exposed in the base of excavations which will support slabs or footings, these materials should also be removed. Frozen soils resulting from frost penetration may turn soft upon thawing and would need to be removed. For the support of fill sequences, slabs, or footings, it will be important to remove unsuitable soils or unconsolidated material prior to the placement of the controlled and compacted fill to make grade for 4 concrete foundations and slabs. Once the organic topsoil layers and otherwise unsuitable materials have been removed, the completed excavations should be observed by an experienced soil engineer or technician and the conditions judged to be suitable prior to the placement of controlled and compacted fill to make grade for concrete footings or slabs. . The following areas should be observed at the time of construction and removed and replaced as necessary to obtain suitable soil and adequate compaction of the soil for the proposed commercial structure or other facilities: Soil Boring Soil depth associated with Soils requiring modification B -1 Topsoil only* B -2 Topsoil only* B -3 Topsoil only B -4 Topsoil and 3.67 feet to 7.7 feet* B -5 Topsoil only The low N- values of 5 found in borings 1 and 3 were sufficiently deep enough to not be a concern because the load from the structure would spread out at depth. The low N- values of 3 and 2 found at 15 feet and 20 feet in boring 4, respectively, are below the water table and are likely more of a measure of the shear strength of the wet soils than their compressibility. Also, the loading from the structure would be even more spread out at these depths than at the locations of the two low N- values of 5, which were at 10 feet and 12.5 feet of depth. However, if the structural engineer for the project is concerned about these low N- values in boring 4, wider footings for this area may be considered. When excavating out the organic silt found in boring 4, the organic layer should be traced back below the area of the structure and removed until it is no longer present in the subgrade soils and then replaced with suitable fill material in accordance with item 3 below. 2. FOUNDATIONS It should be possible to provide support for commercial spread footing foundations systems using 5 excavation and controlled filling procedures. As mentioned previously, the topsoil and any uncontrolled fill deposits encountered during the excavation work should not be relied upon for support of footings, slabs or controlled fills which will support these elements. It will be important to monitor the conditions exposed in the excavations during the grading work prior to the placement of fill to make grade for concrete for footings or slabs. Hand auger borings and Dynamic Cone Penetrometer (DCP) tests should be put down in the completed excavations and the exposed conditions judged suitable by an experienced soil engineer or technician prior to the placement of footings or fill. ITCO Allied Engineering Co. is capable of and available to do this work. [/ Once the rec . - F ations presented in this report have been implemented, a net allowable bearing pressu of 2500 po nds per square foot may be utilized for the proportioning of individual footings. In designing the footings, it is recommended that they be designed to exert approximately equal pressures to the bearing strata. This should limit total and differential settlements to I" and 1/2" respectively. For frost protection, we recommend that footings in unheated areas be placed at a depth of 48 inches below finished grade. For decks and porches it is recommended that this be increased to 60 inches if the soil is frost susceptible. In heated portions of the buildings where frost susceptible materials are absent, a depth of 42 inches would be adequate. Where full or partial basements are utilized, frost depths for garage areas and porch structures should be maintained as outlined above. 3. FILL PLACEMENT Fill material should be mineral soil, preferably granular, and free of debris, boulders and organic material. Some on -site soils would be suitable for reuse as controlled fill material. Suitable on -site soils may require aeration for proper compaction. Fill should be placed and compacted in a manner that will allow complete compaction of the entire fill layer to a minimum of 95% of the Standard Proctor Density according to ASTM D: 698 in the building pad area. Required compaction should be increased to 98% for fill areas 4 feet and deeper below final grade and below all footings. A minimum of one representative field density test should be 6 1 performed for each two feet of fill placed at a time in a given work area. Density tests in mass fill areas should be performed at a rate judged sufficient to represent the fill sequence as a whole. Where sand fills are to be compacted, smooth "drum" type vibratory equipment would be preferred, however, a sheepsfoot roller with short wide pads may provide adequate compaction. Fill areas should be properly oversized to provide for adequate distribution of the imposed loads. The fill supporting structural elements should extend at least one foot horizontally beyond the structure, slab or edge of the footing. Fill surfaces should extend downward and outward on a 1:1 slope to competent soil. If the fill slope is unconfined by other soils, the downward and outward slope should be flattened and stabilized. Also, no unremedied excavations should be carried out within the fill oversize areas. 4. PARKING LOT PAVEMENT The results of our work indicate that conditions are suitable for the construction of flexible bituminous pavements if the design of the parking lot section and preparation of the subgrade take into account the nature the subsurface soils present. Once the topsoil layers are removed, the material type most influencing the pavement design would be the silty sand located below the topsoil in boring 5. A sieve analysis and P.I. test were conducted on a sample of this material. The sample was classified as an AASHTO A -2 -4 subgrade material. MnDOT's Flexible Pavement Design method indicates that an AASHTO A -2 -4 soil would require a 75% soil factor. The minimum granular equivalent, (G.E.), for a light traffic 7 -ton design, using a soil factor of 75 would be 9.38 inches. A pavement section consisting of a 1 -inch wear course ( MnDOT 2360), a 11/2-inch base course (MnDOT 2360), and 3 inches of class 5 aggregate (MnDOT 3138) would provide a G.E. that would exceed the required value. For a 9 -ton design, using a soil factor of 75, the minimum G.E. is 13.9 inches. A pavement section consisting of a 11/2-inch wear course ( MnDOT 2360), a 2 -inch base course (MnDOT 2360), and 6.5 inches of class 5 aggregate (MnDOT 3138) would provide a G.E. that would meet the required value. In using the MnDOT method for Flexible Pavement Design, it is essential that the subgrade be constructed of uniform soil across the pavement section and compacted at a moisture content and to a 7 density in accordance with MN /DOT spec. 2105 and be capable of passing test rolling, in accordance with MN/DOT Spec. 2111. The completed subgrade should be observed and judged suitable by an experienced individual prior to the placement of the aggregate base or paving. Compaction of the upper 3 feet of the subgrade to a minimum of 100 % of the standard proctor density within appropriate moisture limits, (65 to 102% of optimum), should provide the necessary stability required for proof rolling. 5. FINAL SITE TOPOGRAPHY The final soil surfaces should be graded to provide adequate drainage away from structures and pavements in order to minimize deleterious effects associated with water infiltration. The areas adjacent to footing walls should be adequately compacted, (not loosely placed), and provided with drainage outlets to avoid this zone acting as a "sump" and creating nuisance water conditions. Compliance with the building code provision for positive surface drainage away from the structure should also aid in reducing the quantity of infiltration into the backfill zones adjacent to foundation walls. STANDARD OF CARE The recommendations contained in this report are professional opinions. These opinions were arrived at in accordance with generally accepted engineering practices currently in use at this time, location and for projects of this type. Other than this, no warranty is implied or intended. Soil samples recovered from the test borings will be retained in our offices for a period of thirty days from the date of this report. After that time they will be discarded unless prior written instructions to the contrary are received. I hereby certify that this report and/or specification has been prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Minnesota. If you have any further questions or we can be of any further assistance, please do not • hesitate to phone or write. 8 ITCO ALLIED ENGINEERING COMPANY Robert Sullentrop, P.E. Project Engineer 9 APPENDIX A BORING LOCATION PLAN 3,,f 41*.ON ,6L COZ a 1 KVN t t t 1 1 e w w - i A a 1 \ gr, b \ ab N w di QS Rf N s. 8, • 26' 10/ 20 ` l 1 l L J 3 LI,Lf.0N ,40291 APPENDIX B BORING LOGS ALLIED TEST DRILLING COMPANY PROJECT: Sonnet Montessori School NUMBER: 09016 4637 Park Nicollet Avenue PAGE 1 OF 1 SURFACE ELEVATION LOG OF BORING E 970.5 SB #1 TEST STANDARD z z w > 2 RESULTS PENETRATION - a c DESCRIPTION AND AND TEST DATA < r CLASSIFICATION OTHER = (blows /foot) o y OF MATERIALS REMARKS z 5 10 20 40 70 1 GRAB '" DARK BROWN SANDY CLAYEY TOPSOIL ' 1 • ' ' 959.E 1 1 1 1 1 ,; . 1 1 1 I 1 1 1 1 ■ 11 1 1 1 11 2.0- 1 1 I 1 1 1 I 1 11 BROWN FINE CLAYEY SAND, SC 1 1 ' ' 2 SS Pop 12 ' ■ 966.E , 4.0 1 1 1 1 11 - 1 1 11 1 1 .I 6 o- 3 SS BROWN FINE TO MEDIUM SAND W /CLAY, ' IL SP -SC 6 1 1 1 11 / :.5 964 1 I 11 I 11 1 I 11 1 1 1 11 1 8.0- BROWN FINE SILTY SAND W /GRA E , I II 11 ' ' 4 SS SM 1 1 11 961.E 1 1 1 1 1 4 1 11 _ 1 1 I I 11 10.0 1 I 1 11 _ MOIST BROW /GREY SILT, ML 1 " 5 SS 5 1 �, 1.5 956 ■ i I . i 12.0- 1 , 11 1 1 i 11 MOIST BROWN FINE SILTY SAND, SM 4 ., 6 SS 19 - 1 11 4 956.E 1 , 14.0 1 1 1 1 11 415.3 SOFT WET BROWN CLAYEY SAND, SC 1 11 16.0- 7 SS WET BROWN FINE TO MEDIUM SAND, SP 19 • 1 1 11 6.5 054 1 1 4 1 11 .. i 1 11 18.0- 1 41 11 - I 1 11 ii 11 _ I 1 11 20.0 8 SS MOIST BROWN SANDY CLAY, CL 19 , 1 1 11 I 11 22.Q- , 1 1 11 I 1 1 1 i1 1 i 24.0 � � 11 1 11 5 945. 1 1 9 SS MOIST GREY CLAY, CL 1 1 I ,1 27 1 4 11 26.0- •6.5 94 1 1 11 1 1 11 ,._,. 1 L LJJJ 11. WATER -LEVEL CHECKS METHOD SPT DATE TIME SAMPLED TO CASING CAVE -IN WATER 06/22/2009 12:52 26.5' 25' 14' 6" 14' _ s • T • 1 06/22/2009 06/22/2009 DRILLER RIG CME -55 p - 7 . n • . --- 1+ II ALLIED TEST DRILLING COMPANY PROJECT: Sonnet Montessori School NUMBER: 09016 4637 Park Nicollet Avenue PAGE 1 OF 1 SURFACE ELEVATION LOG OF BORING re a 970.3 SB #2 TEST u. ? z w ca RESULTS PENETRATION E a °" - DESCRIPTION AND AND w CLASSIFICATION OTHER (blows//foot) to 0 (0 0 "' OF MATERIALS REMARKS Z 5 10 20 40 70 - 1 GRAB '' DARK BROWN SANDY CLAYEY TOPSOIL 1 1 I I r, . 969.2 1,1 1 , 1 1 1 1 1 1 1 III - 1 1 1 1 1 1 1 1 2.0- , I I 1 1 1 1, 1 1, BROWN FINE CLAYEY SAND W /SOME 1 1 , - 2 SS ® GRAVEL, SC 21 1 1 1 1 1 11 , II 966.2 1 1 1 1 „ 1 4.0 1 1 1 1 1 1 1 - 1 1 1 1 1 1 1 25 BROWN SANDY CLAY, CL '0' 1 , , 1 1 1 I i I ! 1 1 1 1 6 o- 3 SS LIGHT BROWN FINE TO MEDIUM SAND 27 I , , , 1 1 1 I , 1 1 1 1, W /SOME GRAVEL, SP ' " 1 1 1 1 ..1 8.0 4 SS 16 1 1 1 1 1 1 1 1 I 1 1 1, 1 961.3 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 10.0 1 11 LIGHT BROWN CLAYEY SAND, SC 1 1 1 1 1 1 I 1 1, 1 1 1 - 5 S$ 7 - / 1.s w /seam of silt 9.58.5 E 1 1 , , , 11 1 , I , , 1 1 , 1 1 1 1 1 1 I I , ,, 12.0- , I 1 1 1 1 1 WET BROWN SANDY CLAY, CL 111 / , 1 1 1 1 1 6 SS 12 1 1 .1 1 , 1 1 1 14.0 I , 1 1 1 1 1 1 I I 1 _ 1 1111 1 1 1 1 1 1, 7 SS 18 1 � 1 II 16.0- 1 , 1 1 1 1 1 1 1 1 1 1 I 1 , 1 1 1 1 1 1 18.0 , 111 1 1 1 1 11 I I , I , 1 9 950 .2 8 SS MOIST BROWN /GREY SANDY CLAY, CL _ 25 1 � 1 ;11 � 1.5 946.9 1 111 1 1 1 1 1 1 i 1 1 1 22.0- , I , 1 111 1 11 - 1 1 1 _ 1 1 1 1 111 1 : I - 1.1 24.0- ,,11 1 - 1 1 1 1 1 1 - 1 1 1 1 1 1 1 1 1 1 I I I r 1 1 1 1 11 26.0 1 1 1 1 I I 1 1 1 I 1 111 - - ___ 1 L 1_1_1_111. WATER -LEVEL CHECKS METHOD SPT DATE TIME SAMPLED TO CASING CAVE -IN WATER 06/22/2009 2:14 21.5' 20' 13' 12' 6" — - -- - —. — — STARI ED COMPLETED 06/22/2009 06/22/2009 DRILLER ra) RIG 9 CME -55 DRAWN BY APPROVED . ALLIED TEST DRILLING COMPANY PROJECT: Sonnet Montessori School NUMBER: 09016 4637 Park Nicollet Avenue PAGE 1 OF 1 SURFACE ELEVATION LOG OF BORING E f6 9 E- L- 0 97 SB #3 TEST STANDARD LL z w � 0 RESULTS PENETRATION i -J a 0 z DESCRIPTION AND AND d TEST DATA a c' a OTHER — (blows /foot) o co `� CLASSIFICAT OF MATERIALS REMARKS > z 5 10 20 40 70 rim ` DARK BROWN SANDY CLAYEY TOPSOIL 1 I l i w /racks ''' 1.1 2.+ ( I 1 1 . . 1 Tip . � 967.2 1 r . 1 1 1 1. n ®'�� BROWN SILTY SAND, SM ' ' "' 15 1 . 1 . . . 1 . GREY SILTYSAND,SM " 96e 1 . . 1 1 1 1 4.0 slightly organic 1 1 ' 1 . 1 ■ ■, 964.76 25 MOIST GREY SANDY CLAY, CL ,' ' l 11 6.+ 5 MOIST BROWN SAND AND G SW 6 � 1 V 1 1 1 1 111 Ma 1 .75 GREY FINE SILTY SAND � 1 , , I 1 r 1 1 1 1 8.+ 7 1 1 1 111 II 4 . MOIST BROWN CLAYEY SAND AND 9131 1 1 1 1 1 GRAVEL, SC • • 1 1 ..1 1 10.• ■ 0 . 3 MOIST BROWN FINE SAND W /CLA 9 1 1 1 11 ©m SP-SC 15 MOIST BROWN SANDY CLAY, CL 12.+ /2.5 957.6 1 . ..1 MOIST LIGHT BROWN SILTY SANDY 1 11 1 . 1 . . 1 5 1 CLAY, CL 1 1 1 14.+ ■■, 1 1 111 1 . 111 1 1 111 16.+ 19 � 1 , , , / 1 11. 1 1.1 1 111 1 111 1 111 18.+ 1 III 1 111 / 1 I 111 111 111 2 0 . 0 � ° GREY CLAYEY SAND, SC 1 1 1 ow 3 5 1 .11 8 1 1,. at.6 Wires( root 948.5 , . . 111 22.+ 111 .1. 1 1 . 1 111 1 1 1 1 24.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 . 1 1 . 26.+ 1 1 1 1 1 1 111 1 , 4 _ .l . _1 1. WATER -LEVEL CHECKS METHOD SPT DATE TIME SAMPLED TO CASING CAVE - IN WATER 06/23/2009 7:45 21.5' _ 20' 18' 6 _ 17' 61 STARTED COMPLETED 06/23/2009 06/23/2009 DRILLER RIG • Craig CME -55 DRAWN BY APPROVED `� ` ALLIED TEST DRILLING COMPANY PROJECT: Sonnet Montessori School NUMBER: 09016 4637 Park Nicollet Avenue PAGE 1 OF 1 — SURFACE ELEVATION LOG OF BORING Es iii IL co as a 0 989.5 SB #4 TEST ? z tu > U RESULTS PENETRA ION a U i DESCRIPTION AND AND 4 , TEST DATA E c CLASSIFICATION OTHER (blows /foot) a v, OF MATERIALS REMARKS > z 5 10 20 40 70 —' DARK BROWN SANDY CLAYEY TOPSOIL - 1 GRAB t,. 1 988.6 ' ' ' 11 1 , I , I 1 1 1 1 1 1 1 2.0- 1 , 1 1 1 1 1 LIGHT BROWN FINE SILTY SAND, SM 1 1 1 1 1 _ il• 1 , 1 1 11 2 S.S ' 11 11 3 985 .83 10 1 1 1 1 1 1 4.0 BLACK ORGANIC SILT, OL ' 1 1 1 11 1 1 1 1 1 w /some vegetation 1 1 1 11 111 6.0- 3 SS 4 1 , 1 1 1il 1 I 1 4 1 1 1 1 1 1 1 1 1 - - 1 1 1 1 1 1 1 - - 1 1 1 1 1 1 1 1 =7.7 981.8 1 1 1 , , 1„ 6.0- 4 SS .. BROWN FINE SAND W /CLAY, SP -SC ; ; 1 1 11 / 1 1 1 1 1 1 1 1 / .2 9802 1 , , , , • 1 i 1 1 1 -s, BROWN CLAYEY SAND, SC � 1 1 1 1 , 1 1 1 1 1 10.0 ; ; 1025 BROWN /BLACK SANDY CLAY, CL °79 1 , 1 _ 5 SS 1 I I f !1 11 ` sliphtiy organic S- 7 1 • 1 , I 1 1. 1: 1 \BROWN SAND W /GRAVEL, SW �' 1 1 I � 1 , 1 1, 1 12.0- , 1 1 1 1 1 1 1 WET DARK BROWN MEDIUM SAND, SP ' , ' ,, I � I t 1 1, 1 - 6 S5 7 .1 "' I 1 1 1 1 1 14.0 - ..714.2 975.2 , , 1 1 1 1 1 1 - j(-4 WET DARK BROWN SAND W /CLAY, 3 ; 1 ; ; 1 ; l SP - SC 1 1 1 1 1 1 1 - 7 SS SOFT WET BROWN CLAYEY SAND, SC 1 16.0 / 16.4 973.1 , '',' = /% SOFT WET GREY SANDY CLAY, CL 1 4 1 1 1 18.0- 1 1 1 1 1 1 1 1 1, 1 / , 1 1 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1: 1 1 20.0 � ; 1 1 1 1 1 1 1 lli - 11111 8 SS A21.5 . 96E 2 I 11111 I 1 1 1 1 1 1 r , 1 1 1 1 1 22.0- 1 I 1 1 1 11 , 1 1 1 1 1 - 1 1 1 1 1 1 1 - 1 I 1 1 1 1 1 1 1 1 1 1 - 1 1 1 1 1 1 1 24.0- 1 1 1 , 1 11 1 1 1 1 1 1 - 1 1 1 1 1 1 - 1 1 1 1 1 1 1 - 1 1 1 1 1 1 1 26.0- 1 ' 1 1 1 1 1 I 1 1 1 1 1 1 - I 1 1 1 1 1 1 - -_ -- 1 1 L _ J J J 1 WATER -LEVEL CHECKS METHOD -- SPT DATE TIME SAMPLED TO CASING CAVE -IN WATER 06/23/2009 9:49 21.5' 20' 12.5' 12' STARTED COMPLETED . 06/23/2009 06/23/2009 DRILLER RIG • Craig CME -55 DRAWN BY APPROVED _ • 1 1 , ' ALLIED TEST DRILLING COMPANY PROJECT: Sonnet Montessori School NUMBER: 09016 4637 Park Nicollet Avenue PAGE 1 OF 1 SURFACE ELEVATION LOG OF BORING E w o 989.0 w C7 z z La SB 5 RESULTS PENETRA ION La 11J v = DESCRIPTION AND AND a , TEST DATA w < co a CLASSIFICATION REMARKS > (blows /foot) n co OF MATERIALS z 5 10 20 40 70 DARK BROWN SANDY TOPSOIL , 1 1 ' 1 " 088 1 1 1 1 1 1 1 1 GRAB 1 t DARK BROWN SILTY SAND, SM , 1 , 1 1 „ i � 1 1 1 1 1 1 1 1 1 2.0 slightly organic 1 1 1 141 I -2.75 988.2E 1 ' ' ' 1 11 2 SS 22 � � � BROWN MEDIUM TO COARSE SAND 1 � � � � � W/GRAVEL, SP ' 4.0 984 / 111 1 1 1 BROWN FINE TO MEDIUM SAND , 11 6 0- 3 SS W /GRAVEL, SP 111 111 1 1 1 1 .7.6 981f 1 1 1 1 ii, MOIST BROWN /GREY FINE SAND, SP ' , , , 8.0 4 SS 4 1 1 1, 1 1 � 1 1 11 1 1 1 1 1 . 1 1 , . 1 _ i11 10.0 MOIST BROWN FINE SAN SP 97f 1 6 1 1 , 1 1 5 SS _ 1 1 1 1 1 977.5 i i 1 1 1 111 12.0- 1 1 1 1 - 1 1 1 1 1 1 1 1 1 I 1 - 1 i I I 1 14.0- 1 .1 - 16.0- - 1 , 1 1 1 1 1 1 1 1 1 I 111 18.0- 1 � ; - 1 1 1 1 1 1 1 1 I 1 1 1 1 - 111 20.0- i 1 1 1 1 1 1 1 1 -. - 1 1 I 1 1 1 I - 1 1 1 1 1 22.o- „ 111 111 1 1 1 1 111 1 1 1 1 1 24.0- 1 1 1 .. 1 1 1 1 - 1 1 1 1 1 - , i 1 •1 1 I 1 26.0 - 1 1 .. _ _L _LJ_l1.1. WATER -LEVEL CHECKS METHOD SPT DATE TIME SAMPLED TO CASING CAVE -1N WATER 06123!2009 _ 11:41 11.5' _ 10' _ 8' 6" none STARThD COMPLETED 06/23/2009 06/23/2009 DRILLER RIG CME -55 DRA N BY APPROVED I • • APPENDIX C • Labratory Test Results • • • i ITCO. ALLIED ENGINEERING CO. AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsite and LaboratoryTesting, Geotechnical Services Commercial, Residential and Municipal 7125 West 126th Street Suite 500 Savage, Minnesota 55378 Telephone: 952 890 -7366 Fax: 952 890 -5883 TEST REPORT Gradations Reports Sonnet Montessori School • 15033 Highway 13 South Prior Lake, MN 55372 Date Sampled: June 23, 2009 Reported: June 24, 2009 Ordered By: Customer Submitted By: Robert Sullentrop, ITCO Sampled From: 4637 Park Nicollet Avenue, ATD Project 09016 Performed By: Tom Warner, ITCO • Lab. No. 09 -33 Sieve Size % Passing 4.75mm =#4 100.0 2.00mm =#10 88.6 850pm = #20 81.2 425pm =#40 71.6 1801.1m = #80 44.7 75pm= #200 25.2 Liquid Limit • 28 Plastic Limit Plasticity Index Non Plastic Soil Mass A -2 -4 Sampled From: B -5 at 1' -2' Remarks: Copies To: Charge Codes: Fine Gradation #103 1 Liquid & Plastic Limit #308 1 • dr -.- • Pea • • Signed Gordon J. Kopacek Professional Engineer - Registration No. 7254 ALLIED TEST DRILLING COMPANY . SOIL CLASSIFICATIONS SYSTEMS • Unified Soil Classification ASTM: D 2488 - 84 • Group Major Divisions Symbol Typical Group Names COARSE- GRAVELS Clean Gravels GW Well graded gravels, Well graded gravel with sand'. GRAINED SOILS <5% passing More than 50% No. 200 sieve GP Poorly - graded gravel, Poorly graded gravel with sand More than 50% of coarse retained on the fraction retained Gravel w/ fines GM Silty gravel, Silty gravel with sand'. No. 200 sieve. on No. 4 sieve. > Passing No. 200 sieve GC Clayey gravel, Clayey gravel with sand'. SANDS Clean Sands . SW Well graded sand, Well graded sand with gravel — . • <5% passing 50% or more of No. 200 sieve SP Poorly graded sand, Poorly graded sand with gravel'. coarse fraction passes No. 4 Sands with fines SM Silty sand, Silty sand with gravel — . sieve. >15 % passing No. 20 sieve SC Clayey sand, Clayey sand with graver. FINE - GRAINED SILTS AND CLAYS ML Silt, Silt with sand', Sandy silt ". SOILS Liquid Limit less than 50. CL Lean clay, Lean clay with sand ", Sandy lean clays". Cohesive soils OL Organic silt, Organic "clay. 50% or more SI AND CLAYS MH Elastic silt, Elastic silt with sand', Sandy elastic silt ". passes the No. 200 sieve. Liquid Limit more than 50 CH Fat clay, Fat clay with sand #, Sandy fat clay ". OH Organic clay, Organic silt. HIGHLY ORGANIC SOILS PT Peat. Boundary classifications are designated by dual group symbols. For example (SP -SC), Poorly graded sand with clay. * - More than.15% sand, ** - More than 15% sand. # - 15% to 30% retained on No 200 Sieve, ## - More than 30% retained on No 200 sieve AASHTO Soil Classification System •Granular Materials Silt -Clay Materi4ls (35% or less passing No. 200 sieve) (> 35% passing No 200) A -1 A -3 A-2 A-4 A -5 A-6 A-7 A -8 A -1 -a A -1 -b A -2.4 A -2 -5 A -2-6 A -2 -7 Sieve Analysis: % Passing • No. 10 50 max No. 40 30 max 50 max 51 min No. 200 15 max 25 max 10 max 35max 35max 35max 35max 36min 36min 36min 36min Characteristics of Fraction Passing No 40: liquid limit 40max 41min 40max • 41max 40max 41min 40max 41max plasticity index • 6 max NP 10max 10max limin limin 10max 10max limin limin - Usual Types of stone fragments fine peat, highly Significant Constituents • gravel and sand sand silty or clayey gravel and sand silty soils clayey soils organic soils General Subgrade Rating excellent to good fair to poor unsatisfactory CITY OF PRIOR LAKE DRC PROJECT REVIEW CHECKLIST PROJECT NAME: SONNET MONTESSORI SCHOOL SITE PLAN APPLICANT: K A WITT CONSTRUCTION, INC. SITE INFORMATION PID #: 25- 391 -004 -0 LOCATION: E OF HWY 13, SO OF FRANKLIN TRL EXISTING ZONING: C -2, GENERAL BUSINESS COMPREHENSIVE PLAN: C -CC, COMMUNITY RETAIL SHOPPING PROJECT REQUEST: SITE PLAN APPROVAL DISTRIBUTE TO: 11 APPLICATION FOR: j ♦ Frank Boyles ♦ Larry Poppler Administrative Land Division ♦ Jerilyn Erickson ♦ Doug Hartman Comprehensive Plan Amend. ♦ Bob Hutchins • Bill O'Rourke Conditional Use Permit • Danette Moore • Ross Bintner Home Occupation • Jane Kansier Rezoning MN Valley Electric Site Plan DNR — Janell Miersch CenterPoint Energy Preliminary Plat County Hwy. Dept. Watershed Dist. PUD MNDOT Integra Final Plat SMDC Xcel Energy Variance Met. Council Mediacom Cable Date Received Date Distributed Date Due Complete Application Date Distributed to DRC Meeting Date DRC Publication Date Tentative PC Date Tentative CC Date 60 Day Review Date Review Extension h: \envelopes, forms & templates \sonnet montessori site plan referall form.doc Page 1 I have reviewed the attached proposed request ( ) for the following: Water City Code Grading Sewer Storm Water Signs Zoning Flood Plain County Road Access Parks Natural Features Legal Issues Assessment Electric Roads /Access Policy Septic System Gas Building Code Erosion Control Other Recommendation: Approval Denial Conditional Approval Comments: Signed: Date: Please return any comments by FEBRUARY 1, 2010, to Jeff Matzke, Planner City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 Phone: (952) 447 -9814 Fax: (952) 440 -9678 e -mail: jmatzke @cityofpriorlake.com h: \envelopes, forms & templates\sonnet montessori site plan referall form.doc Page 2 Bob Hutchins From: Bob Hutchins Sent: Friday, January 08, 2010 12:52 PM To: 'David Linner' Cc: Jason Witt Subject: RE: Sonnet Montessori School Occupant Load Dave, The number of children that the Montessori School is licensed for from the State of Mn along with the number of teachers will need to be equal to or less than your total occupant load determination. It is my understanding that the licensure does not come until after the building is built and the numbers will be verified at that time. Thanks City of Prior LakeRobert 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: David Linner [mailto:dlinner @linnerarchitects.com] Sent: Friday, January 08, 2010 11:47 AM To: Bob Hutchins Cc: Jason Witt Subject: Sonnet Montessori School Occupant Load Bob, Thank you for your response that the actual occupant count can be used as the Occupant Load for the Sonnet Montessori School in Prior Lake. This number is 98, as will be defined in the Code Analysis on the drawings to be submitted for permit application. David Linner, AIA 1 STATE v141Jor 1 . = 3 `1, to . 3 72. Lc> 2 S 4vAt 1 ,> 4" O(° , 56 ( --0 - 1726 0 CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULTI -UNIT FIRE PLAN REVIEW CHECKLIST . Project Name: C' � e4 4S o t � t 1,Q tsd L Job Address: (� P.a1Ct44 • Provide access roadway for fire apparatus in accordance with Section 503 of the International Fire Code (IFC). This includes the following: � Q A v L () All- weather driving surface. IFC 503.2.3 R ' + P� PAT S I L G () 20 feet of unobstructed width. IFC 503.2.1 t.) 6 F05.12.14... N I COL Gr Avu ( ) 13 feet 6 inches of vertical clearance. te-visz.. ,rcz,lta • ( ) Adequate turning radius capable of supporting fire apparatus. IFC 503.2.4 The radius is: 45 feet for a sprinklered building. 60 feet for a non- sprinklered building. ( ) Dead end access in excess of 150 feet long shall be provided with a turnaround. IFC 503.2.5 • Access roadways shall be extended to within 150 feet of all portions of the exterior walls of the first story of any building per IFC 503.1.1. Where access cannot be provided, an approved fire protection system shall be provided. 1R• An adequate and approved access for Fire Department equipment must be provided during construction. If on site pavement is not provided when construction begins an approved roadway surface must be installed with approved dimensions which will support fire vehicles and equipment. • Non - sprinklered Building: Fire hydrants are required per IFC 508. All portions of the exterior of any non- sprinklered building must be within 150 feet of an a fire hydrant. A prinklered Building: Buildings with a sprinkler system reqtre one hydrant within 150 feet of the fire department connection and a hydrant(s) within1431i feet of all portions of the .x tenor. The fire department connection shall be located on the front of the building. The VPIV must be located a minimum of the height of the building away. Provide not less than one standpipe for use during construction. Fire sprinkler /riser permit required before building permit issued. International Building Code 3311. FIREPLAN • Submit 8 -1/2 x 11 inch site plan for development of emergency response plan. Submit plans for underground storage tank installation to the State Fire Marshal for approval. Upon approval, submit approved plans to the Building Inspection Department which will conduct the inspection and testing. Provide information or see instructions as indicated below for special hazards. Please supply information, plans, specifications, as applicable. ( ) Places of assembly, IFC Chapter 10. ( ) Cellulose nitrate storage in excess of 25 lbs., IFC Chapter 42. ( ) Storage and handling of combustible fibers, IFC Chapter 29. ( ) Garages, repair, IFC Chapter 22. . ( ) Dry cleaning operation, IFC Chapter 12. ( ) Application of flammable finishes including dip tanks, spray booths, etc., IFC Chapter 20. ( ) Welding and cutting operations, IFC Chapter 26. ( ) Refrigeration equipment using other than air or water and more than 20 lbs., IFC Chapter 6. ( ) Compresses gases, flanunable, IFC Chapter 30. ( ) Compresses gases, non - flammable, IFC Chapter 30. ( ) Cryogenic fluids, IFC Chapter 32. ( ) Explosives or blasting agents (storage or use), IFC Chapter 33. ( ) Flammable and combustible liquids, IFC Chapter 34. ( ) Hazardous chemicals, storing and handling of hazardous materials including toxic chemicals, poisonous gas, hazardous waste as defined by DOT and EP regulations, IFC Chapter 27. ( ) High piled combustible storage, IFC Chapter 23. -- This includes requirements for fire sprinklers designed for proposed commodity and storage arrangement, building access, access doors, smoke and heat removal, curtain boards, and hose connections. () Liquefied petroleum gases, IFC Chapter 38. • FIREPLAN I sTcN'co vT t*c4 c: • ( 11/4-c.c6G:=rr 4gc.& • All hydrants shall be accessible to the fire department apparatus by roadways meeting above requirements. Hydrants shall be located within 5 feet of the curb so that apparatus can pull along side for the connection. City design manual • Provide fire lanes for fire apparatus response. Signage should read: "No Parking Fire Lane by order of the Fire Department." Location and number to be determined. • " Provide numbers of addresses in such a way to be plainly visible from the street or road fronting the property per IFC 505. Numbers shall contrast with their background. V∎ Townhouse projects must have directional signs designating the numbering sequence of units ■ s each individual roadway. Provide approved key box to be installed in accessible location per IFC 506. This is required l e when access to a structure is unduly difficult or where immediate access is necessary for life safety or fire fighting purposes. Key boxes shall contain keys to gain necessary access. Key boxes also recommended for building where entry may be delayed and to prevent damage as result of forcible entry. Obtain order forms from the Building Inspection Department. • Fire extinguishers are required for this project per IFC 906. Extinguishers are required to be a minimum 2A1OBC rated and located within 75 feet travel distance of all areas. This distance decreases for more hazardous occupancies. Location and size to be determined. Submit plans for required fire protection equipment to the Building Inspection Department per IFC 901.2. Requirements based on the 2003 Minnesota State Building Code. Submit two copies of detailed shop drawings before installation to receive approval and permit. (One copy will be returned.) The contractor should submit installation permit application with plans. ( ) Automatic fire extinguishing systems (sprinklers). ( ) Sprinkler systems of more than 20 heads must be monitored by an approved 24 -hour station. ( ) Fire hydrant systems. ( ) Wet standpipe systems. ( ) Fire alarm systems. () Cooking appliance and vent extinguishing systems. () Fire pumps. ( ) Other extinguishing systems. Fire alarm plans must be submitted by State licensed electrician or low voltage contractor. 0 • Protection systems installed that are not required are subject to approval by the Fire Department and must meet code requirements. FIREPLIN . o PA,24.(#.3t. p (Ns f-P-°'c' °-f• c "B • jJo LAN oscA p i A-t, (•a �`�' c F i)C . BtL7& w� ��aLoe � t. X AN � o ©C L Ave. ©ric h, /' o =-. p c.6 MSMC - } 2 .S `C Z ^G a U GC c H+oo L ruts t-4 5' Z - > K- 3 c ?� oe.G. : ( mac. 964► ♦ 1< <T. 41-440p AlA rc:42- 0A/C44.6. • v t POI• P� o r° �i�r L.X , o � �NCaS ? MI) (�'� wj/ �� T migt- . tt(9/ 1;.6 t F oval- �o !( 14r 14t sr ( 5t gi Ay. 5rn, vc, • �n�. 113 thsre 144465r. pd/ 4d Ecii,-4344 c NV' cir..1 - .c95Z 1 t 260//c: F z4— •=5)1/4). 1 (.4 ‘, ie • 4 707 .1111 1 11 . I t 9(01,o too= St (476 ) 000- . 5 < 570 p.14 • t fl-34 4 (a '5 3.izct 610 o cA0 . ' 4..34 Z a' • G(o A6°71e ) f7 .37 o < TO T3At-c„ ill LNOS5 1 .14. S10.2►.0 - $W 0 0 /✓o ,D, i'Vreeive /gc 717.1 3 p.� r‘..'ttw✓ I /3oo 5/cos0,60 s/ 9. f' ti' 14 8.5" mt 5 't , d 4 rr VCS' o v,3Sr liAC" F-J 1. 4K-441" c'' fTL•'SsN'coScg FOAM 14' ,NCP. P ECil 4 4%r c. WS P t T 2 >t L. ‘.60 c/Crc� tVei f IL "Vs4 i / 5 ins. k0- 4 c- 6 vr� 6.oriZ- S S ,.ass s�.84 C � tAvt.A -Rs I L'°4v 6 3.. " z °I&r� �sl•84 2Z. ��w�QC� Aa-i¢000rzZo 8 Sr*rE A DA is P.o1f44oth. 61 - ©. K . 10 `• A r A* ria-"fr Dots 40 4 .2 .1 774-‘ 1- vs f ». c . r p. ©. K K► r. No. R :gt.trouoci61 woOle. AlaE°A (1 0 4.3.1 ca 13 't 1 . P Co A) 00 �r ,SCL. St..0 '(crt r6 P. l • v. � J at -tb 't'Ar�''�P 16.'2, Apo Ci v1.C�lr,,,l��' C 4bb IrI% O Z A Z • f 3 r cC O'J I/ 1 1A3 (1A ti g a L.,0007 6.j • • 1E' 11 p9 JJt 23 By P y t a T r THE DAMA CO. FIRE DEPARTMENT KEY LOCK BOX AUTHORIZATION AND ORDER FORM PLEASE READ ORDERING INFORMATION: 1) This order must be signed with the signature of the authorized Fire Department official on file with the DAMA CO. 2) The key box will be shipped to you without any keys and will be locked in the open position. Contact your local Fire Department for specific mounting requirements. 3) Please include 6.5% Minnesota sales tax and shipping charge. 4) Full payment must accompany order. Make check payable to THE DAMA CO. 5) Allow 1 -2 weeks for delivery. CUSTOMER INFORMATION FIRE DEPARTMENT INFORMATION NAME: SHIP TO: (DO NOT USE A P.O. BOX) PRIOR LAKE FIRE DEPT. Company Address AUTHORIZED Fl - DEPT. SIGNATURE City /St/Zip Attention of: 461/5, ORDERED BY: 1 ' DATE: 2 i o A -� Company w ,1 i t"Y' Co' --rsv -oGTt° "i INSTALLATION ADDRESS Address 1 5 . 50 28a ri'�r - REQUIRED BY FIRE DEPT. - ATTACH LIST IF MORE ROOM IS NEEDED City/St/Zip l f=c) PA Ar[AL1 6-t N 4 Co 31 17Atz44 lV t Co I. Ler A,/ Name & Ph #JMManl I4rtr ,(2 -33(4i P 2tO(t , 1 . 0 046 . i Mt • Som wry. rtoN resat i ORDER FORM - Payment must be submitted with order MAIL TO DAMA -MP INC. ITEM QTY . PRICE TOTAL P.O. BOX 47824 S2- SURFACE MOUNT (NO MTG KIT OPTION AVAILABLE) $112.00 PLYMOUTH, MINN. S3- SURFACE MOUNT $136.00 55447 S3- SURFACE MOUNT W/TAMPER SWITCHES $173.00 R3- RECESSED MOUNT $165.00 763 - 559 -3660 R3- RECESSED MOUNT W/TAMPER SWITCH $191.00 MOUNTING KIT (OPTIONAL FOR S3 & R3 MODELS ONLY) $63.00 SUB TOTAL SHIPPING AND PROCESSING CHG. $9.00 SUB TOTAL WITH SHIPPING CHG. MINNESOTA SALES TAX= 6.5% TOTAL AMOUNT ENCLOSED WHITE & YELLOW COPY: SEND TO DAMA PINK COPY: FOR CUSTOMER MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY Division of Construction RT ON Codes and Licensing Plans and specifications on plumbing: Sonnet Montessori, 4637 Park Nicollet Avenue, Prior Lake, Scott County, Minnesota, Plan No. 101154 OWNERSHIP: • SUBMITTER(S): J & J Plumbing LLC, 547 Minnesota Street South, Shakopee, Minnesota 55379 -1501 Plans Dated: January 15, 2010; Revision No. 1, February 3, 2010; Revision No. 2, 2010 Date Received: March 16, 2010, February 12, 2010 Date Reviewed: March 17, 2010 PE: This review is limited to the design of this particular the w supply ar project ct only insofar as s sewerage the provisions system to which ions of the Mi is based n l and does not plumb Plumbing s c o, as amended, apply, lurnbin system s connee cted. The review is based upon bta'ned to onstruct projectWThe the this p g is le al authority ha been the p rotect n of responsibility foor r and that the design of structural uu g ctural features and the efficiency of equipment must be to en are in accordance designer. re should taken o upon satisfactory of any requirements included in this report. ay p Special care shouu ld d be takee t i n to nsure that at the material and installation of the plumbing system ar with the provisions of the Minnesota Plumbing Code. *A copy the approved plans and specifications should , ... be retained at the project location for future reference. Enclosed is a copy of th transmittal letter to be forwarded to the project owner. must be tested and inspected in accordance with the reequir n s of installations 0 no plumbing w y INSPECTIONS: p All plumbing Rules, art 4715.283 p t INSP Minnesota R � p an air test ere ct esoa Plumbing completing th. required specified in Mi 4715.2820, subpart i of the air code. A manometer test, as speci st the re sired tests and inspections. Provisions must be made for applying a at the time prior to rough ng- q at the time of the roughing -in inspection as outlined in � 47155 Rules, 2820,subpart , is required at the time of the fied in Minnesota Rules, p the M t time o project in an Dep plumbing o and I I is the re an o installation for a state contract job, licensed facility, schedule in in ons, area t where of Labor and local administrative when area where there is no local administrative for your orcall Jim Peterson at 651/284 -58 contact the state plumbing standards representative REQUIREMENT(S): dishwasher in which the supply opening is located below the spill line of the 1. The water, supply to any part 4715.1250). as possible beneath the part 4715.1250). before downward machine must be protected with a vacuum breaker (see Minnesota Rules, p 2. The dishwasher outlet must rise to a peak as high P � 4715.1590, subpart 3)• and connecting to the kitchen sink (see Minnesota Rules, part devices in 3. Equipment used for heating water or storing hot water shall be protected by approved safety accordance with Minnesota Rules, part 4715.2210 and part 4715.2230. Verify that a temperature and a pressure relief valve is provided for the water eater. 4. Water heaters, including their controls and valves, must replacement installed l host that they r are capable able of being the _ reached safely and quickly for inspection, repair, or rep removal of obstacles, panels, or similar obstructions (see Minnesota Rules, p art 4715.2240). I i PRIOR LAKE lutlrAH1Mtni Ur BUILDING AND INSPECTION INSPE RE SITE ADDRESS .;11--Ic. 1 a I.- LE-r 4 NATURE OF WORK tJ tip 6.4.tssEe, USE OF BUILDING 1 PERMIT NO. • I • % DATE ISSUED Z.. 2-3 CONTRACTOR AIM ass av•-/ PHONE X12 -3c .S14 NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW V ST � ` THE PERMIT IS BY SEPARATE DOCUMENT A L � tAz.oS (0.1 f I` (A1 UAW INSI�EC DATE FOOTING 1 PO I *//0 I FOUNDATION (Prior to Backfill) 1 I I PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED outfit Slalo PeC ROUGH - INS SEWER / WATER / SEPTIC FRAMING 1414 JQ. - CoaJLa q/NV4) INSULATION ��� ELECTRICAL PLUMBING 06 45 5/ 2 /6 pad, , J c /c o HEATING /_ 1400x6 LA Rte ? ' 1, x/ �Z�0 GAS LINE AIR TEST COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED I Fri 11.`45s Wit_ I 1 FINALS GRADING (Prior to Sodding) BUILDING ELECTRICAL PLUMBING HEATING DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough -in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447 -9850 MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY Division of Construction Codes and Licensing REPORT ON PLANS Plans and specifications on plumbing: Sonnet Montessori, 4637 Park Nicollet Avenue, Prior Lake, Scott County, Minnesota, Plan No. 101154 OWNERSHIP: • SUBMITTER(S): J & J Plumbing LLC, 547 Minnesota Street South, Shakopee, Minnesota 55379 -1501 Plans Dated: January 15, 2010; Revision No. 1, February 3, 2010; Revision No. 2, 2010 Date Received: March 16, 2010, February 12, 2010 Date Reviewed: March 17, 2010 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing .system are in accordance with the provisions of the Minnesota Plumbing Code. 'A copy'of the approved plans and specifications should be retained at the project location for future reference. • • • • Enclosed is a copy of the,` report ` and transmittal letter to be forwarded to the project owner. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the'requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing -in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the finished plumbing inspection. It is the responsibility of the contractor /installer to notify the Minnesota Depai tthent of Labor and Industry when an installation for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To schedule inspections, contact the state plumbing standards representative for your region, or call Jim Peterson at 651/284 -5889. REQUIREMENT(S): 1. The water supply to any dishwasher in which the supply opening is located below the spill line of the machine must be protected with a vacuum breaker (see Minnesota Rules, part 4715.1250). 2. The dishwasher outlet must rise to a peak as high as possible beneath the counter before turning downward and connecting to the kitchen sink (see Minnesota Rules, part 4715.1590, subpart 3). 3. Equipment used for heating water or storing hot water shall be protected by approved safety devices in accordance with Minnesota Rules, part 4715.2210 and part 4715.2230. Verify that a temperature and pressure relief valve is provided for the water heater. 4. Water heaters, including their controls and valves, must be installed so that they are capable of being reached safety and quickly for inspection, repair, or replacement without requiring the use of tools or the removal of obstacles, panels, or similar obstructions (see Minnesota Rules, part 4715.2240). Sonnet Montessori Plumbing Plan No. 101154 Page 2 March 17, 2010 5. A water heater with a tank capacity of 6 gallons or less may be concealed in a ceiling space provided the water heater has been set in an overflow pan. The overflow pan must be constructed of a corrosion resistant material, have side walls extending at least 4 inches upward, and have an outlet size that is not less than the size of the supply line to the water heater. The outlet must continue undiminished in size to a point -of -safe disposal below the ceiling area. Tools must not be required to gain access to the water heater (see Minnesota Rules, part 4715.2240). It is recommended that the relief valve discharge pipe be routed independently to a point -of -safe disposal below the ceiling. 6. A full -way valve must be provided on the cold water supply line to the water heater (see Minnesota Rules, part 4715.1800). 7. The direct connection between a potable water supply and the lawn irrigation system shall be provided with an approved backflow preventer in accordance with Minnesota Rules, part 4715.2110, T, and part 4715.2100. The installation of reduced pressure zone backflow preventers is permitted only when periodic testing is done by a trained backflow preventer tester acceptable to the administrative authority. Testing intervals shall not exceed one year, and records must be kept. All devices must be tested after initial installation to assure that debris from the piping installation has not interfered with the functioning of the device. The devices shall be overhauled at least once every five years. The installation of new backflow preventers must be at least 12 inches, but not more than 6 feet above the finished floor or ground level. 8. Double wyes may not be used for drainage fittings in the horizontal position (see Minnesota Rules, part 4715.2420, subpart 3). Proper pipe slope cannot be maintained on both of the offset branches. 9. The vent pipe opening from a soil or waste pipe may not be below the weir of the trap. The fixture drain lines must connect to the vertical sanitary drain with a tee connection rather than a wye connection as indicated in the waste and vent riser diagrams (see Minnesota Rules, part 4715.2620, subpart 2). 10. The distance between cleanouts in horizontal piping shall not exceed 50 feet for pipe 3 inches or less in size, or not over 100 feet for pipe 4 inches and greater in size (see Minnesota Rules, part 4715.1010). 11. All solder and flux used for the potable water distribution systems shall contain less than 0.2 percent lead. Use of 50 -50 solder or flux containing more than 0.2 percent lead is prohibited in potable water distribution systems. Any solder other than 95 -5 tin- antimony or 96-4 tin - silver must be specifically approved by the administrative authority prior to use (see Minnesota Statutes, Section 326B.439). Joints to be soldered must be properly fluxed with noncorrosive paste -type flux complying with ASTM Standard B813 -00. 12. The installation of cross -link polyethylene (PEX) tubing was specified for the water distribution system. If all of the following requirements cannot be met, a different material that complies with Minnesota Rules, part 4715.0520 must be used: a. The tubing system must comply with ASTM Standard F877 and F876. b. When installed as a system in accordance with ASTM Standard F877, the system tubing and fittings must be of the same manufacturer. c. When other fittings are used with ASTM Standard F877 and F876 tubing, the fittings must comply and be marked with ASTM Standard F1807, F1960, F2080, F2098 -01, or F2159. In addition, the tubing must be marked to indicate the fitting standard and the corresponding tubing standard (e.g. ASTM F877/F876/F 1960, F877/F876/F 1807, etc.). Sonnet Montessori Plumbing Plan No. 101154 Page 3 March 17, 2010 d. The system must be installed by a factory trained installer of the particular PEX system to be installed. Certain manufacturers require installation by licensed plumbers who have been trained to install their material. e. All persons installing PEX materials shall have a card on their possession documenting completion of training by the manufacturer or his agent for the material to be installed. f. The tubing and fittings must be marked as required by the applicable standard specification and with the appropriate ASTM designations by the manufacturer. g. The- installation must be in accordance with the manufacturer's installation instructions. 13. Solvent weld joints in PVC and CPVC pipe must include use of a primer which is of contrasting color to the pipe and cement. A one -step solvent cement complying with ASTM Standard F493 or D2846 may be used for CPVC joints (see Minnesota Rules, part 4715.0810, subpart 2). 14. Plastic pipe must be installed in accordance with Minnesota Rules, part 4715.0580(F) and part 4715.0600. Above -grade horizontal runs of plastic waste and vent pipe cannot exceed 35 feet in total length. Above -grade vertical stacks constructed of plastic pipe may exceed 35 feet in total height only if an approved expansion joint is used. 15. The cast iron specified on the submitted plans as an optional material for the drain, waste, and vent must meet the quality standards specified in Minnesota Rules part 4715.0570 through 4715.0600. No quality standard is specified for this material. 16. Above -grade horizontal plumbing piping must be supported as follows (see Minnesota Rules, part 4715.1430, subpart 4): a. Plastic pipe: at least every 32 inches. b. Cast iron: at least every 5 feet; or 10 feet when ten foot lengths of pipe are used. c. Copper tubing (11/4-inch or less): at least every 6 feet. d. Copper tubing (11/2-inch or over): at least every 10 feet. 17. Disinfection of the potable water system must include the following (see Minnesota Rules, part 4715.2250): a. The pipe system must be flushed with clean, . potable.water until no dirty water appears at the points of outlet; b. The system must then be filled with a water chlorine solution containing at least 50 parts per million of chlorine and allowed to stand for 24 hours; or a solution containing at least 200 parts per million of chlorine and allowed to stand for three hours; and c. Following the allowed standing time the system must be flushed with clean potable water until no chlorine remains. 18. The plumbing system shall be tested in accordance with Minnesota Rules, part 4715.2820. NOTE(S): 1. The scope of this project consists of the construction of a new building. The plumbing installation includes a three - compartment sink, a domestic -type dishwasher, electric water coolers, lavatories, a urinal, tank -type water closets, a mop sink, wall hydrants, floor drains, water heaters, an irrigation system, and a fire protection system. 2. This facility will be served by new municipal sewer and water service connections. Sonnet Montessori Plumbing Plan No. 101154 Page 4 March 17, 2010 3. The Minnesota Plumbing Code is available on our website at: www .dli.mn.gov /CCLD/Plumbing.asp Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements necessary. Approved: Marise A. Widmer Public Health Engineer Plumbing Plan Review and Inspections Unit 443 Lafayette Road North St. Paul, Minnesota 55155 -4343 651/284 -5887 MAW:jat cc: Project Owner J & J Plumbing LLC Mr. Robert Hutchins, Building Official File • L food PRL4IWA SPPiVENTED AIYFtINIM DT o C CURVED SOPPR mi mi BO)= BEAM. 00 ' � ' I TYP. OP 1 GLADOROOM , PREPD ISHED VENTED OLA3DROOM D y rRE9CNOOL Atytt� eOPPR• TYP. A`+ OP!'IGE MEGMANIGAL TODDLER C) < still f0] a : oilHT H2 Ui . .. .. .. .. .. .. : IOD ( Y• It ............. : . ItIttItItt- fC 11 erDRAaE It It .� � anal �- 1 A OOMA mot 91 IX CA* was � � u5 5 • D ® � A :A n: bad i - ° � _. . . ® HALLYUY-Z .......... tj C. �6ass p I x I x lass awl lJ s5 A -- Z z ...................... ....................................... ....I............................ ........I....I..... � ............................ .........-...... ............. asp .... ... ? HhLLNMY-, .. ...................RppM .... ............__..................................... ............... ..... . . . . . Y GLA�6 toe t09 , n: a�.e .+a+.. a ? ut .eGMOOL �-y :......................._......; fob 1`RE'�GNOOL AS TODDLER i ...... L n' 5 05 MOM :........ ........ _.... ......• s AF�� HOR ,LAKE CITY OF P r ors BUILDING E �DE Jhfi ` ✓� ✓ S�%S� J CAN. pelf f� �► � p Dr�.. �_ ° pl,?Mrr No. - - PT T S SUBMITTED A& ACCEPTEn WITH r.QR'RFrTJQNq AS 7 IS, sp NOT ACCEPTED-CORRECT t RESUBMIT are for your info€ ation All work SF•eli be do %fdamplarm wkh ag applicable building & zoning code FAINNUft g item not specifically noted in this revie. THIS PLAN SET ON SITE , , ,. .,� � Fire Sprinkler Plan Review Date . April 13 , 2010 Owner: Sonnet Montessori School Location: 4637 Park Nicollet Ave . Prior Lake MN . 55372 Contractor : Skyline Fire Protection PO Box 75 - 303 , 21St Street St. Paul MN 55055 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 ( IM084) 11 . Seal all penetrations in rated walls in an approved manor. 12 . Provide signage for all valves , drains and inspector' s test. 13 . Water flow and pressure shall match hydrostatic design