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Home My WebLink AboutPermits 00-290,549,638,743 DATE RECEIVED CITY OF PRIOR LAKE 8 /4 00 BUILDING PERMIT, · · TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT DIRECTIONS SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) 2, SITE ADDRESS /+aSS- PII~ c..Jr~"-f2.A"L- 3. LEGAL DESCRIPTION 1. DATE 8-Cf-Co N LOT secT 2-, PID 25- 9Z"- ()03-0 BLOCK ADDITION 4. OWNER (Name) HOt-y t:AaS~ 5. ARCHITECT (Name) (Address) tAJ 771. CHUL,.CN-,. (Address) (Tel. No.) (",1..- n.s'-I'/(,. (Tel. No.) (Address) &;J~ ~~'1~ .7Bf; No) r;,5( - w2,f;. ?LM,/'1, r f1,et PI2DTfC.'nQ.J 115B CuV~ A~:;: ~\I'~~ ') 113 7. TYPE OF WORK Fireplace 0 Septic 0 Deck 0 Re-r ofing 0 Porch 0 New Construction 0 Alterations 0 Addition 0 Finish Attic 0 Re-siding 0 Finish Basement 0 Chimney 0 Misc, A (J I '"'. S' P/L~,. 'S ~ r 8. PROPERTY AREA OR ACRES 9. PROPERTY DIMENSIONS Sq, Ft. ,..---- Width Depth 6, BUILDER (Name) 10. CULVERT SIZE Yes No 1. White 2. Pink 3, Yellow File City Applicant fu.& {7/# :210 Permit No. DO -- 43 BUILDING INFORMATION 11. SIZE OF STRUCTURE (Height) (Width) (Depth) 2. 7 .s-aI-- 7 t.- 12. NO. OF STORIES I 13. TYPE OF CONSTRUCTION W/6tV1 PIUHt#'E 14. FLOOR AREA APPORTIONMENT USE P e; S-B 15. NUMBER OF OCCUPANTS OR SEATS B 7c.;, OCCUPANTS SEATS 16. PROJECT COSTNALUE ~ 17 (.,$.00 17. COMPLETION DATE I hereby certify that I have fumished 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 construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the bUildin~ rez th~rmit for just ca~hermore. I hereby agree that the city official or a designee may e~ the property to perform needed inspections, X C,.../___ - - C-t? -, => P-1..-c?CJ Signature License No. Date FOR ADMINISTRATIVE USE SETBACKS: Required Actual Front Back Side Side BUILDING DEPARTMENT VALUATION OFF STREET PARKING SPACES REO, ;~,.a::>o USE OF BUILDING $ , .1" ~ SPACES ON PLAN PERMIT VALUATION 3~". (() TYPE OF CONSTRUCTION: I II III IV V Occupancy Group A B E F HIM R S U Division 1 2 3 4 MATERIAL FILED WITH APPLICATION SOIL TESTS 0 ENERGY DATA 0 PILING LOGS 0 PERCOLATION TESTS 0 PLANS & SPECS 0 SURVEY 0 PLOT PLAN 0 SETS COPIES Permit Fee ................................... $ Plan Check Fee ............................. $ State Surcharge ............................. $ Penalty ....................................... $ Plumbing Permit Fee ....................... $ 41-? · 75- ~Gt8.'2j 1(,.(90 Amount Brought Forward .................. $ Park Support Fee ........................... $ SAC ......................................... $ Collective Street Fee .. .. . .. .. . .. . .. .. .. .... $ Sewer Tap ................................... $ $ Pressure Reducer .......................... $ Meter Hom ................................... $ Water Meter ................................. $ Sewer & Water Connection Fee ........... $ Water Tower Fee ........................... $ Water Tap ................................... $ Builder's Deposit ............................ $ Other......................................... $ Total Due .............................. $ ~1;1--- 01:- Paid ~<f1.. 0+ Receipt No. 38'z- 1'7 Date 31z.4- / 'V By t.o Ir . , -, 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 ~ws p~~~c~ce,OC; ~cuO~ ~oate of Occupancy must be issued, City Planner Date . Special Conditions if any City: Mechanical Permit Fee ..................... $ ~vJt<f ,J C Ht~ rD~ ~l~.~-f '" - ""~ UUt. '2 ~t> :1-0 Q(,... t) s{ If , 0,) DlA,ve . Sewer & Water Permit ...~.............. .. $ Gas replace . .......... . ........ $ comes Yo " ermit ~e!l..Appr~ed. _ _ Date ff -l.( -dJJOO Issued 24 hour notice for all inspections 447-9850 DATE RECEIVE' CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT ~ II /0 () DIRECTIONS SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) 2, SITE ADDRESS '4~ LA~--'-~41L. N~ 3, LEGAL DESCRIPTION LOT BLOCK PID ~-m- 0()3-0 ADDITION !5F1!:T 2.fp TWP 11S ~6J tJ.ZZ- N "40' aF IV 4. OWNEr, _ JName) ... (Address) ~,J' ' vP Af~e~,) roW (Ao~LurrlBl~ Ctw~" f4D4)Al4-L~,krr, 445-11'14 5, ARCHITECT I (Name) , (AddressJ (Tel. No.) t:,;/p '7 ~N\> W-tlVtCLj 4i31 7t)!b Ale I~" M'I)~/d,~ 712-_ 6. BUILDER (Name) (Address) '(Tel. No,) 1, DATE 1/l4/Wtlo /2../ ~ V L~ {(lJ,ZJbS L u Tt\a'ultJ ~ 11 tU ,., 7, TYPE OF WO~K New Construction 0 Deck 0 Finish Attic 0 Re-roofing 0 Porch 0 Re-sieling 0 Finish Basement 0 Fireplace 0 Alterations)( Septic 0 AdditionX Chimney 0 Mise, 8, PROPERTY AREA OR ACRES Sq.Ft. 9. PROPERTY DIMENSIONS Width Depth 1 0, CULVERT SIZE Yes No 1, White 2. Pink 3, Yellow File City Applicant Permit No. --.fl[) - 02-ClO I , BUILDING INFORMATION 11. SIZE OF STRUCTURE (Height) (Width) (Depth) SOIL TESTS 12, NO, OF STORIES 13. TYPE OF CONSTRUCTION PILING LOGS 0 PLANS & SPECS 0 SURVEY 0 PLOT PLAN o 14. FLOOR AREA APPORTIONMENT USE 15. NUMBER OF OCCUPANTS OR SEATS OCCUPANTS SEATS 16. PB.OJECT COSTNALUE -1t~O,OO() 17. COMPLETioN DATE I hereby bert that I have fumi hed 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 abo\ e me iffd rope nd that d construction will conform to all existing state a.nd local laws and will proceed in accordance with submitted plans. I am aware that the building )ffi ia re oke t ermit for j 1st cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to pertor /.eed~ed inspections. X . ,:l/\ -#2. ~ Signature License No, te \ FOR ADMINISTRATIVE USE SETBACKS: Required Actual Front Side Side Back BUILDING DEPARTMENT VALUATION USE OF BUILDING ~ ~ OFF STREET PARKING SPACES REO, SPACES ON PLAN PERMIT VALUATION ~ TYPE OF CONSTR~ION: I II III IV V Occupancy Group B E F )i, I M R S U ivision 1 2 C/ 4 . 11.. 4.1 ~ Permit Fee .................. ................. $ LQ-V. 1 ~2.".1 r (5o.co MATERIAL FILED WITH APPLICATION o o ENERGY DATA City: L-6(!, -:# /~",-qz, I /1/ ~~ FIre bAv~ ~o/l^rf f>( ;o( IK) {<.\~ Amount Brought Forward .................. $ Park Support Fee ........................... $ SAC .~, ./.................................. $ Collective Street Fee ....................... $ Sewer Tap ................................... $ $ Pressure Reducer .......................... $ Meter Hom ................................... $ Water Meter ................................. $ Sewer & Water Connection Fee ........... $ Sewer & w~ater Permit ...................... $ Water Tower Fee ........................... $ TGhal,sSAFipprePl,la 1'0 e i (e....'.L. u.r...u....."",...g..p..erm$ l'tW~n ALrov.e-l.' WaterTap ................................... $ 1t~ '::> ~ 70 Builder's Deposit ............................ $ By Date 0 Of) Other......................................... $ ::'eOfOooJpa~ ~ I / - Po" TM{...1t.....~~;;..o$ 1>~~~~~ Date / it rJ By /J. f /' This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning rdin'nce and may proceed s r~uested. This document when s~.gned by the City Pia r c~utes a ~mporary Certifi ~ of 0 ing compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. , -~9dU I Planner Special Conditions if any V Plan Check Fee............................. $ State Su rcharge ............................. $ Penalty ....................................... $ Plumbing Permit Fee ... .. .. . .. . .. .. .. .. .... $ Mechanical Permit Fee ..................... $ 24 hour notice for all inspections 447-9850 PERCOLATION TESTS 0 SETS COPIES &60. - I \ Ot;).- ( 2.a:>. ..- .,~- ~ CITY OF PRIOR LAKE MC 16200 Eagle Creek Av. S.E. Permit No. Prior Lake, MN 55372 00 -o5tf7 TYPE OF STRUCTURE I. Pink File 2. Green City 3. Yellow Contractor Date HEATING APPLICATION I PERMIT ~-3o-lJd PID# z.5-'1Zh-tJ03-0 /4CJBS- PJ~Er I K- //p - . Site Address Lot Block Addition. Owner's Name II () (\/ 6 t 0 5.C; l' Address. J if 0 cg $"" IV E P f' /r ~ L CI kf2.. Heating Contractor L-e f ""- H e "'- 4-- ,. "'" ("A . ) Address .3~g, P~V.5~ i h~ 5+. W <; ,'vJ, jJr I'u r J... Q Irtn J Telephone # '-Il/7 - G / "Z>2- A.a fA ~,.. 0/1 Tr/ . (E A a r~ !J Furnace Make & Model AIR CONDITIONER' UNITS CANNOT tIJ n Ir ()/ ENCROACH INTO SIDEYARD SETBACKS. I ~, v'-r~OFSYSTEM W~~ Air Plants Gravity _ Mechanical Air Conditioning Vent. System HEATING OR POWER PLANT Steam Hot Water Radiation Special Devices Other Devices Model Size ft-6 "'___ 1__.... VVIIII. Lvau Fuel Flue Size Supply Openings Return Openings Input Edr. Cfm. Output TYPE OF WORK Alterations Replacement New Construction Repair Est. Comp. Date Est. Cost $ / ,L:) ,() () 0 Building Permit # , -, HEATING PERMIT FEE $ /50. 00 STATE SURCHARGE $ .50 TOTALPERMITFEES $/SV. 50 Receipt# .~7s33 00-05#1 Single Family Commercial Two-Family Industrial Public Multi-Family Other ><. Fee Schedule Industrial, Commercial & Multi-Family 1 % of job cost ($39.50 minimum) Residential, Heating & AC $99.50 9\ 0 Residential, Heating nly $64.50 ~ V 7J Residential, Gis Fr $39.50 U 01 Residential, Add~i s I 1)l9.5~~Q. Residential, AC 0 _ ~ $39,50 Y Remembe~d the S t urcharg~ f.j:e bOllO" this application, The l._ of YO~tl , permi~es one rough,in and one final inspection, ;~I'nspe.}1s w,lI be bl~ $35,00 each, . 1)- \ "lJus- ue~' Test R~-C '--must be submitted with buiidinq oermit number before build- \ \Jng cer 'cTf occupa III be issued. J .HE~ ULATION UIRED with number of supply and return openings listed per &>0 FM's per opening. New structures or additions send floor plan with supply rn locations shown. HEAT LOSS CALCULATIONS, PAYMENT AND L1CATIONS MAY BE MAILED TO THE CITY OF PRIOR LAKE, 16200 EAGLE EK AVE. S.E. PRIOR LAKE, MN 55372. City Hall business hours are 8 a.m. - 4:30 p.m. ALL WORK MUST BE INSPECTED (ROUGH-IN AND FINAL) - CALL CITY HALL Phone: (952) 447.9850 Fax: (952) 447-4245 I hereby apply for a mechanical systems permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the city and with the state building/mechanical codes; that this form does not become a permit until signed by the BUILDING OFFICIAL; that the work will be in accordance with the approved plan in the C~~h requires review and approval of PI;; ...?O/O{l Afi>~ ' Datl' roI30/()0 I ~te &~ ~NE~ r ...r /):J/ 0 Iv I Ut/ Q6- ()61 GREEN - FILE YELLOW - APPLICANT GOLD. CITY CITY OF PI~IOR LAKE SEWER AND Wl~TER PERMIT S.W.No. 00, O(P3t> NOTE: Sewer and Water contractors must be registered with the City. APPLICANT: fY~IV-26l,. neoH ADDRESS: /95" S~w.J:l.V6e /eC.). SIGNATURE~(~,~ .~ SITE ADDRESS: /~oe5" ;;7,1::6 ~e:6 PHONE: (;12,. 1/6"z... / S-(,~ crltfi//N DATE: 7. z.s...OO BLDG. PERMIT # 00. o~31 /~. PID# ZS-t:f2..{, - (j()3'O FILL IN THE BLANKS 1. Estimated length of water service feet. 2. Size of water service inch(es) . 3. Location of any couplings from structure feet. 4. Type of sewer pipe. ABS PVC Cast Iron 5. Estimated length of sewer line feet. 6. Clean out (if required), located at structure. feet from ------------------------------------------------------------------- -------------------- ---------------------------------------------- BY This application --------------- --------------------------------------------------- --------------- --------------------------------------------------- FEES: $ $ $ 35.00 .50 35.50 Sewer and water line connection permit. SurchargE~ TOTAL * Fee for either sewer or water individually is $J.'9.$(J) plus $ .50 surcharge. * Sewer and water permits issued for new construction must be recorded on the building permit card at the time of issuance to insure that no duplicate sewer and water permits are issued. DATE PAID 7.25.00 3e703/ AMOUNT PAID ~~() REC/D BY I RECEIPT # 16200 Eagle Creek Av. S.E., Prior Lake, Minnesota 55372/ Ph. (612) 447-4230/ FAX (612) 447-4245 An Equal Opportunity Employer ~' _"U' ,-_:__:::',,~ .. " '"iI f,"," The Cenler of Ihe Lake Counlry White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT II( LV , i',A~"'{ -_~ L i 77/(:~: /< 1/ A,/ /l&/c~c/ 1-/ APPLICATION RECEIVED '/ ,........,.. ' I ~,~ / / C (/ j The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: / 4 ( f5 L L ,Ii l."" C" / .ir j I L- Accepted v Accepted With Corrections Denied RevieW~d By: ~C- -k:'~ Comments: U , a,aJ u{JJ- ~ ltI:l -Sf)-I..- ~ ~d 5/ ~Ilil) I f- Date: . ,~! 01) · . K~ -.-~} (In ~ Jx ~d -k.fj)yL ~-0d0I0u- ~ ~..J1Vr\L1 ffn O-{J~ ~ ~ C0u.. ~~J ,.JA/hA.rLU;...o ,_~ ..v ~ rf t'LJ../;f'lJ'.,..n _ 0 r, '-J ' ~y :::) liThe 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.1I White - Building Canary - Engineering Pink - Planning The ('enlef of the Lake Counlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT fiOLY C//eOSS LIj /ti61e/JN eHt/,ecv-{ APPLICATION RECEIVED 5" / I / 00 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /~O~5 PIKe L-ITK-G '/!eAIL- \/'/ Accepted With Corrections Accepted Denied !2- HUTCH IN> Comments: {. See PL/fN5 p L u/V'l BIN '=', I;..LEEc,..nlU ~t.- 2. -;)'EP€teArc 1'1€c../-VtN/CAL_. 5Pt<-II\/J<~, ~A,qq Pc/2./nlT> { , f2(;;Q p. lAiC, L u/2E ALA-~';~ PLA-N.s tu 10TH 5pl4A1 f<-,L.E:/J.... 3. Posr OCt.,CJI'/tAlT LoA-.o SI6NS IAl AS5eM..$ L 4 ~5> IVlJf2.rT1t.6x , / m uSI ~ I ANO 5d.61CJ[J A-12-(..f ~ I Reviewed By: Date: 5h/OO liThe 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." Tht ("tn'tr or Iht l.kt Counlry White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT IIC'L Y CkC<:;:; L L/7?iE K /) N (~rl{/Ke r{ APPLICATION RECEIVED ~:;;/ 1/ (){,/ , The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /' 4 u' f!5 PI/~f; Ll--lt:6 -/kJr)/ L- Accepted Accepted With Corrections ./ Denied Reviewed By: 1J4&..TFA. EU~IJ",tJ Date: sl,%e . , Comments: ~El J,."F'~T'ON 0,.1 T"I--t&! RE:\JfA.S~ s..LQf:. .sE~ A"il~c.Ht"i.E~TCj.: J. hI'JA l,.. b1l41JF:. I N.sPEcr, o^' l.r...JrDll. MAnON Z. FRoS'ON COIVI(1,Oc..- ME,Asvfti:,j liThe 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." ~~.~.- -....- ~ ~ --..--. ...-........~ -..--~ fl' ,~:. \; !'_iil-')"~~IIL'~'~~'V:;:~~'-'r""")(.~..?rTl :'-'7~'-' ',''''~~:; ~ " ":.J. · ,;,. 1 - I t .:V.. . -~~ t ~~, t '-i'" t"C.. t I.~...:..~t~.t.~~<.p=..;.... ~~".. ~.,.t <"..,.'~~. X'~.:.~. j.'... ~...t.'''9''..._. "'.., ('.' ~1~~.t.~~'~~~fA~,,,.'t.,~~'.j~':"~ _. ,_:"~."::-a~.~...~"'.'~'..'~.".,,~.' .~...... ~'7$( . . . ,..,., . 'jo~.~ ,,= :;;::;: ~~ = = 1 ' ~,~~; ClLtrtificau of (Ocrnpanty ~~;,; CITY O~l PRIOR LAKE 11gepartment of .uilbing JnSptct~n o Final Permitted x:. Conditional C.O. Expires l () /3l1M ...) This Certificate issued pursuant to the requirements of Section 307 of lhe Uniform 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 Classificatiop Bldg. Permit No. 00-0290 Legal Description R3 Type Construction VN SECTIO~--" Fire Zone 1:lL.A Zoning District . R 1 Occupancy Type Owner of Building Site Address 14085 PIKE LAKE TRAI L HOLY CROSS LUTHERAN CHURCH, 14085 PIKE LAKE TRAIL, P.L. Contractor's Name &. Address ROBERT D. HUTCHINS City Planner Date: DON RYE Date: ~,-~.......... Holy Cross Lutheran Church Attention: Jack Hunter 14085 Pike Lake Trail Prior Lake, MN 55372 RE: Site Plan Application Review Dear Mr. Hunter: We have completed our review of the revised site plan materials you submitted for the addition to Holy Cross Lutheran Church. The following items must be submitted or revised before this site plan can be approved: 1) The certificate of survey must identify existing conditions. This survey does not include the south parking lot on the site. 2) The landscaping plan indicates an irrigation system will be provided. In that case, you must submit an irrigation plan. 3) The tree inventory must be certified and signed by a registered land surveyor, a registered civil engineer, a registered Ia.ndscape architect, a certified horticulturist or a certified forester. Please submit at least 4 full scale copies of the revised plans to me at the Planning Department. Once all of the necessary changes have been made, we can approve the site plan. You may then proceed with the building permit application. Thank you for your prompt attention to this matter. If you have any questions, please contact me at the Planning Department at 952-447-9810. Sincerely, ~Q,~ U~ne ~ansier, AICP Planning Coordinator Enclosures: 1. Parking Landscaping Requirements 2. Memorandum from Robert Hutchins, Building Official c: Earl Drangstveit, General Contractor ORC Members 16200 E~~PJiICSr~2~tlf~Wo-g~~~erJfi~~'t:gke, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (6fi?4d7-4245 A:\ EQUAL OPPORTUNITY EMPLOYER ~ ~ I I ~J I ~emorandum To: CC: From: Date: Re: Robert Hutchins, B.uilding Official Don Rye, Planning Director Jenni Tovar, Planner ~ rK 03/01/00 Issuance of Temporary/Final Certificates of Occupancies for Commercial Projects Ibis Memo serves as a follow-up to ORC discussion on February 24, 2000. The gl~l'Jging Department must sign off on all temporary/pennanent CO's. :,. ...................:........ '+(mfotW~ M~ .G'Qc;tober- We will approve a J**Tllsnefft-CO only if all items are completed as Qr'l~m~i~pproved site/landscape plans, including LOC on file. N9y~mber - April- Typically, we will approve a temporary CO only for the c;(;)mp~~tion of exterior plantings related to weather conditions. We will only issue a temporary CO if proper security for outstanding items are held. \\FS1 \SYS\DEPTIPLAN NING\OOFiLES\OOCORRES\J EN N I\CertOcclssue.doc ..._......._.....~.....~....- ~ ._"'.. ~..__-_.._.1t-..................W.4~........:...._.,.~::.~;_..._..~..~.,_... _.:w_,. May 26, 2000 Holy Cross Lutheran Church Attention: Jack Hunter 14085 Pike Lake Trail Prior Lake, MN 55372 RE: Holy Cross Site Plan Application Dear Mr. Hunter: This letter serves as the official notice of approval of the site plan for the addition to the Holy Cross Lutheran Church at 14085 Pike Lake Trail. Attached is an approved set of plans for your files. You may now proceed with your building permit application. We have also completed our review of your request to allow the "Laborers for Christ" to use this site as a temporary campground during the construction of this addition. The Zoning Ordinance does not allow campgrounds even as a temporary use in this district. Therefore, we must deny your request to allow the recreational vehicles to camp on this site. If you have any question"s, please contact me at the Planning Department at 952-447- 9810. Sincerely, C""~a. +<~ ~:ne Kansier, A;dp ~anning Coordinator Enclosures: 1. Approved Plans c: Earl Drangstveit, General Contractor ORe Members ....I:\OOfiles\OO$iteol\Oe-.o2S\a OQrtet. doc . r fR9~ 1 16200 t.agfe \..-reeK fwe. ::,.t..~'f'nor Lake, Mmnesota 55-372-1714 / Ph. (612) 447-4230 / Fax (6 ~) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER CITY OF PRIOR LAKE ORC PROJECT REVIEW CHECKLIST PROJECT NAME: APPLICANT: PROJECT ENGINEERS: CONTACT PERSON: PID#: LOCATION: EXISTING ZONING: COMPREHENSIVE PLAN: PROJECT REQUEST: HOLY CROSS lUTHERAN CHURCH ADDITION - REVISED PLANS An application for site plan approval for a 3,888 sf addition to Holy Cross Lutheran Church. Holy Cross Lutheran Church Earl Drangstveit, General Contractor 419-3381 Jack Hunter 447-6772 SITE INFORMATION 25-926-003-0 14085 Pike Lake Trail. This property is located on the south side of CSAH 42, east of Pike Lake Trail. R-1 (Low Density Residential) R-UMD (Low to Medium Density Residential) I Review site plan for necessary changes. DISTRIBUTE TO: II II Frank Boyles X Bud Osmundson Sue Walsh X Sue McDermott Ralph Teschner Jeff Evens Paul Hokeness Lani Leichty X Bob Hutchins X Don Rye X Doug Hartman Jane Kansier I Fire Chief X Jenni Tovar Bill O'Rourke DNR - Pat Lynch Minnegasco County Hwy. Dept. Watershed Dist. MNDOT Telephone Co.. SMDC Electric Co. Mediacom Cable Met. Council APPLICATION FOR: Administrative Land Division Comprehensive Plan Amend. Conditional Use Permit Home Occupation Rezoning Site Plan Preliminary Plat PUD Final Plat Variance Vacation ! Date Received 4/21/00 Date Distributed 4/25/00 Date Due 5/3/00 Complete Application Date Distributed to 4/25/00 DRC Meeting 5/3/00 Date DRC Publication Date Tentative PC Date NA Tentative CC NA Date 60 Day Review Date Review Extension 1:\00files\00sitepl\00-026\referrev.doc Page 1 I have reviewed the attached proposed request .(Holy Cross Lutheran Church Site, Plan} for the following: Water Sewer Zoning Parks Assessment Policy Septic System Erosion Control Recommendation: Comments: Al6::o Au "'T~ -rH€Y AaG Signed: City Code Storm Water Flood Plain Natural Features Electric Gas Other Approval v' Grading Signs County Road Access Legal Issues Roadsl Access ~Uilding Code Denial Conditional Approval /A/~e:> ON ~s .Mz- C~(> T ~(r: 8U16 I~S Ar'-G ~~PC.6-re. ~q Pod- A &c.LJ6 ~ ~ /r M/laJ"'fc- , ~ I ~II rt- _ d.~ ' . ~. Date: -'" " / / 4/Zpho I I Please return any comments by Thursday. May 3. 2000, to Jane Kansier, ORC Coordinator City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, MN 55372 Phone: (612) 447-9812 Fax: (612) 447-4245 1:\OOfiles\OOsitepl\OO-026\referrev.doc Page 2 DATE: March 24, 2000 TO: Jane Kansier, Planner ~'KOM: Robert D. Hutchins, Building Official ~~~ RE: Holy Cross Sanctuary Addition 14085 Pike Lake Trail ~ Following are the results of the preliminary plan review for the Holy Cross Sanctuary Addition. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997 Uniform Fire Code (UFC). The comments are numbered as in the February 7, 2000 plan review letter. IJ. Submit the completed Structural Engineers requirements for Special Inspections UBC 1701.5. ~ Provide the Illumination Budget Calculation Summary, MN Energy Code Part 7670.080. ~. Provide an attic access. UBC 1505.1 l ::-X~Q 5 .5 4, Calculate occupant loads in all A-3 Assembly occupancies an~ roo~apacity in rooms. UBC 1007.2.6 @>rovide detail of penetration firestopping at Floor /Ceiling separation at Mechanical Room. UBC 106.3.3, 710.2, 712. g( Provide details of handrails on HDCP ramp. Both handrails shall extend at least 12"~N HA $ beyond the top and bottom of the ramp segment. MSBC 1341.0432, Subpart 5, Item B. 18" 4.2. Provide HDCP Interior and Exterior signage details. MSBC 1341.0476. ,66}'rovide a plan for emergency lighting and exit signs. UBC 1003,2.8 . ~. Indicate a recycling space for the building. MSBC 1300.4700. The following are additional comments: d4. Sht A-I: Structural Engineering required on retaining wall over 4'-0" in height. UBC 106.3.2. 16200 Eagle Creek Ave. S,E" Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQL'AL OPPORTUNITY EMPLOYER .is, 8ht A-I: change E- 3 occupancy classification to E-1. UBC 305.1. ~l- 8ht A-I: Provide exterior stoop at exit door IA and doors 1. UBC 1003.3.1.6, '1,7. Sht S-2: Indicate the uppermost tt,11l1ination of Shearwalls SW-2, SW-3, SW-4. ~8. Sht S-2: Indicate roof framing materials above Cry Room. !'39:\Provide information on temporary lodging locations for Labors for Christ ~rganization, ex: locations of trailers, sewage/water facilities, length of stay, etc. This is a preliminary review only. Other code items will be addressed when the final plans are submitted. The building plans must be reviewed by the Cites Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the plans before a building permits can be issued. 2 ~ Metropolitc-.4 Council ~ Working for the Region, Planning for the Future Environmental Services February 1, 2000 ...-:_ r Bob Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. Prior Lake, MN 55372-1714 ~-c fr-,\1: (... ' \ r \' c' " \'\ \::~-- .,. 11\)(j\J "/ \ - Dear Mr. Hutchins: The Metropolitan Council Environmental Services Division has determined SAC for the Holy Cross Lutheran Church Addition located within the City of Prior Lake. This project should be charged 1 SAC Unit, as determined below. SAC Units Charges: Sanctuary 240 seats @ 275 seats/SAC Unit 0.87 or 1 If you have any questions, call me at 602-1113. Sincerely, .a .~I~ ~ eX. <.QUll.J tJ::,l Jo;r. ~dwards Staff Specialist Municipal Services Section JLE: (165) 000201S5 cc: S. Selby, MCES Jack Hunter, Magellan Associates 230 East Fifth Street St. Paul. Minnesota 55101-1626 (651) 602-1005 Fax 602-1183 TDD/TIY 229-3760 An Equal Opportunity Employer ~rn@ ~DWl~ \\ CHECKLIST FOR COMPLIANCE WITH MINNESOTA ENERGY CODE LIGHTING POWER BUDGET REQUIREMENTS INTERIOR LIGHTING POWER AllOWANCE (PRESCRIPTIVE METHOD) -~ R21mJ j PROJECT III LE: Holy Cross lutheran Church, Prior lake MN DATE: April 15, 2000 Gross . Unit Lighting Power Interior Lighting Connected lighted area Allowance (UlPA) Power Allowance lighting Building type/area function (A) (from table 3.4-1) A X UlPA power Sanctuary I Fellowship 3848 sf 1.4 wClLb/sf 5390 watts 5400 watts Cry Room 200 sf 1.4 watts/sf 280 watts 280 watts Sunday School Area 1872 sf 1.4 watts/sf 2630 watts 2380 watts Totals 8300 watts 8060 watts ~) I~ @ :g D\YL~, 'RI (' II SPECIAL INSPECTION AND TESTING SC~EDU. ~ \! APR 2 I LUUlJ I i (To be used in accordance ~it.h the "Guldelines for Special 111~~:!!ctlon and Testlngll @ PROJECT NAME ~o\."l "'.~ LutHftAN C~lt - FROJECT NO, LOCATION l40es p,,,~ 'LA~ 1rzAU, FE~IT NO, P~c. LA~ ~MtJ SS~iZ, , SPECIAL INSPECTION SC~EDULE Uniform BldG1. Code Section Article 11015.4.2. 1101.5.1 Deacrit::)tion (2) Concrete Reinforcement Canaele Placemenl Type of Finn (3) 51 51 Report Frec:tuen~ FS F1 Aaalgned Firm (4) TESTING SC~EDULE Concrete Mortar Me!! !orru Soil T esling TA TA TA TA FI F2 F3 F4 Noles: Fill out schedule and Include in project specification Information available at that time to be filled out when applying for a building permit. (I) Permll No. to be provided b~ Building orncla I. (2) Use descriptiOn! per u.s.c. Section 1101. (3)5peclal Inspector, TesUng Agent, or Fabricator. ( 4) FInn contr.ac:,ted to perform eervlces. Ao::NOWLEDGMENTS Each apprppria~ rFPre~~a\iVe must sign below: . Owner: ~ l,. '1vW\'\--(A ,} FIrm: .Jkx.1 Cltc~ \.....J 't'~~ Dale: r..I- , 'S" -(JO Contractor: V"\ -~. . - Firm: Dale: Architect:.,J~.bwh, J.. Firm: IX~Ht\~d\tt(..T' Mt1\t~t" Dale: 4.[5,00 S . ~ _ FIrm: Structural Desion Assoc. Dale: 4'- IJ(- oc> ,Firm: g~~~~~. Dale:~./A-() Firm: Dale: / FIrm: ~...-J ~~ CLwr- Dale: 4,/Z/./ao Firm: Dale: Firm: Dale: FIrm: Dale: The Individual names of all prospectIve special Inspectors and the work.t~ Intend to observe muat be IdenUned above on this form. Legend: SER : Structural Engineer of T A : T eallng Agent Accepted for the Building Department by 51 I: Specla I Inspector ~ = FabrIcator , L .. / ~ Dale: 4/~ I FREQUENCY PASSn~.JG TESTS WILL BE PAID FOR BY OIl1.NER NON PASSING TESTS WILL BE FAID FOR 6'1' CONTRACTOR INVOLVED. UNLESS NOTED OTi-1ERWISE. A. CATEG,oRIES Fl DURING CONSTRUCTION, Ti-1E FOLLOWING TESTS Si-1ALL BE CONDUCTED BY AN APFROVED TESTING LABORATORY. T~E C,oNTRACT,oR S~ALL ARRAN6E AND C,oORDINATE ALL TESTS. TESTS Si-1ALL BE MADE BY A LEVEL I TECI-NICIAN AS CERTIFIED 6'1' ACI. FEFa=O~ LAB CURED 1 DAY AND 28 DAY CYLINDER TESTS FOR ALL CONCRETE. TAKE AT LEAST ONE SFECIMEN FOR EAC~ DAYS FOURINC; OR FOR EAC~ 15 cuelc YARDS OF CONCRETE OR FRACTION Ti-1EREOF FOURED EAC~ DAY. A SPECIMEN Si-1ALL CONSIST OF THREE (3) CYLINDERS. CYLINDERS SHALL TEST AT LEAST AS i-1IGH IN STRENGTH AS THE 28 DAY VALUES SFECIFIED. TAKE SAI'1PLlNG OF CONCRETE F,oR CYLINDERS AS IT IS POURED INT,o T~E F,o~S. THE METI-lOD Cf MAKING CYLINDERS, ST0RA6E AND TESTING 51-lALL eE IN ACC,oRDANCE WITH ASTM. SPECIFICATION C31, LATEST EDITION. TEST CYLINDERS MUST REMAIN UNDISTURBED FOR 20 HOURS AFTER CASTING AND BE IN Ti-1E LAB WITi-1IN 24 i-1OURS. MAKE STANDARD SLUMF TESTS IN ACC,oRDANCE WITH ASTM. SPECIFICATI,oN C128, LATEST EDITION. SUBMIT REFORTS ON TESTS IN DUPLICATE TO Ti-1E CONTRACTOR AND SINGLE COPIES T,o T~E STRUCTURAL ENGINEER IF FROJECT SFECIFICATI,oN REQUIREMENTS ARE MORE STRINGENT, FOLLOW SPECIFICATIONS. F2 TESTS AS SET F,oRTH IN SECTIONS 10 AND 1\ OF ASTM. C210, F,oR EACH M,oRTAR TYFE USED. IF FROJECT SFECIFICATION REQUIREMENTS ARE MORE STRINGENT, FOLLOJJ SFECIFICA TIONS. F3 TEST IN ACC,oRDANCE WITI--1 ASTM. C~0 FOR GRADE IN BLOCK.. DELIvER FIVE (5) BL,oCKS FROM MANUFACTURER'S CURRENT PRODUCTION TO A TESTING LABORATORY APFROVED BY TI-1E EN6INEER SUBMIT REFORT FOR INITIAL TEST TO ENGINEERS OFFICE TEN (10) DAYS FRIOR TO DELiVERY OF BLOCK TO TI-1E JOB SITE. T~ESE TESTS SI-lALL BE FAID FOR BY TI-1E CONCRETE BLOC!< SUFFLlER IF Ti-1E FROJECT SPECIFICATION REQUIREMENTS ARE MORE S TRINC:sENT, FOLLOW SPECIFICATIONS. F4 FR,oVIDE T~STING AS REQUIRED TO INSURE CORRECTIONS TO SITE AS REQUIRED BY SOIL REPORT AND TO INSURE A MINI~1UM BEARING PRESSURE AS INDICATED IN "DESIGN LOADS ". IF PROJECT SPECIFICATION REQUIREMENTS ARE MORE STRINGENT, FOLLOW SPECIFICATIONS. F5. THE INSPECTOR SHALL SEE ALL REINFORCINC; STEEL AND ANCI-lOR BOL TS PRIOR TO CONCRETE PlACEMENT TO INSPECT FOR COMFO~ANCE WITI-l Ti-1E Ar-'r-'~vED FLANS. F6. NOT USED F1. CONCRETE PLACEMENT: FERIODIC - INSFECTOR T,o REVIEW FLACEMENT OF 1/3 T~E TOTAL AMOUNT OF CAST-IN-PLACE CONCRETE FOR FOOTINGS. NO REQUIREMENTS - INTERIOR SLABS ON GRADE. F8. NOT USED 1f QUAL,IFICATION5 A. ~IFICATION5 OF TE5TlNU ~~T: I. MUST BE ACCEPTABLE TO ou.NER, S.ER. AND BUILDIN6 OFFICIAL. 2. MEET BASIC REQUIREMENTS OF ASTM. E-32S FOR CONCRETE AND STEEL TESTING, 3. T A. MUST BE AUT~ORIZED TO OFERATE IN T~E SlATE OF MINNESOTA. 4. TESTING EQUIPMENT S~ALL BE CALIBRATED AT REASONABLE INTERVALS BY DEViCE OF ACCURACY TRACEABLE TO EIT~ER: a, NATIONAL BUREAU OF STDS. b. ACCEPTED VALUES OF NATIONAL PI-IYSICAL CONSTANTS. B, QJALIFICATIONS OF SPECIAL INSFECTORS I. T~E SFECIAL INSPECTOR SI-IALL MEET AT LEAST ONE OF T~E FOLLOWING. a. EMPLOYEE OF S.ER.I-IAVING DESIGN EXPERIENCE WI TI-IE PROJECT, PE~ING TI-IE INSPECTIONS UNDER T~E DIRECT SUPERVISION OF T~E S.ER b. ACI. GRADE 1\ CERTIFIED INSPECTOR, ABLE TO DEMONSTRATE PREViOUS EXPERIENCE WI SIMILAR TYPES OF CONSTRUCTION. INSPECTIONS S~L BE FERFOR1ED UNDER T~E DIRECT SUPERVISION OF A REGISTERED ClvIL/STRUCT. ENGINEER REGULARLY ENGAGED IN STRUCTURAL ENGINEERING, REGISTERED IN MN. AND ACCEPT ABLE TO T~E OlLNER, S.ER. AND eUILD~ OFFICIAL. T~E REGISTERED EN6INEER S~ALL PERSONALLY CONDUCT A MIN. OF 25% OF T~E SPECIAL INSPECTIONS ON A REGULAR BASIS. C. QUALIFICATIONS OF TI-IE FABRICATOR: I. T~E FABRICATOR MUST BE ACCEFTABLE TO TI-IE OllNER, S.E.R AND BLDG. OFFICIAL. 2. TI-IE FABRICATOR S~ALL MEET TI-IE QUALIFICATION REQUIREMENTS LISTED IN TI-IE CORRESPOND~ SPECIFICATION SECTION. 3. TI-IE FABRICATOR SI-IALL BE OR SI-IALL BE ABLE TO BECOME, AN AI I ...~OVED FA6RICA TOR ACCORDING TO TI-IE U.s.c. SECTION 1101.1. ]I SFECIAL INSFECTION REFORT DISTRIBUTION ~ FREQUENCY A. SFECIAL INSFECTION REFORTS ARE TO BE SENT TO TI-IE OllNER, ARCI-IITECT, STRUCTURAL ENGINEER OF RECORD, CONTRACTOR, AND BUILDING OFFICIAL. B. TI-IE SPECIAL INSFECTION REPORTS SI-IALL BE SENT TO TI-IE LISTED PARTIES WITI-IIN ONE WEEK OF TI-IE ACTUAL INSPECTION. DATE: March 24,2000 TO: Jane Kansier, Planner ~'KOM: Robert D. Hutchins, Building Official ~\) ~ RE: Holy Cross Sanctuary Addition 14085 Pike Lake Trail Following are the results of the preliminary plan review for the Holy Cross Sanctuary Addition. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap regulations of the . Minnesota Accessibility Code Chapter 1341. Also requirements of the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997 Uniform Fire Code (UFC). The comments are numbered as in the February 7, 2000 plan review letter. 3. Submit the completed Structural Engineers requirements for Special Inspections UBC 1701.5. 6. Provide the Illumination Budget Calculation Summary, MN Energy Code Part 7670.080. 15. Provide an attic access. UBC 1505.1 16. Calculate occupant loads in all A-3 Asselnbly occupancies and post room capacity in rooms. UBC 1007.2.6 17. Provide detail of penetration firestopping at Floor /Ceiling separation at Mechanical Room. UBC 106.3.3, 710.2, 712. 21. Provide details of handrails on HDCP rarnp. Both handrails shall extend at least 12" beyond the top and bottom of the ramp segment. MSBC 1341.0432, Subpart 5, Item B. 22. Provide HDCP Interior and Exterior signage details. MSBC 1341.0476. 26. Provide a plan for emergency lighting and exit signs. UBC 1003.2.8 33. Indicate a recycling space for the building. MSBC 1300.4700. The following are additional comments: 34. Sht A-I: Structural Engineering required on retaining wall over 4' -0" in height. UBC 106.3.2. 16200 Eagle Creek Ave. S.E" Prior Lake. Minnesota 55372-1714 / Ph, (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPOR~-UN[TY EMPLOYER 35. Sht A-I: change E-3 occupancy classification to E-1. UBC 305.1. 36. Sht A-I: Provide exterior stoop at exit door lA and doors 1. UBC 1003.3.1.6. 37. Sht S-2: Indicate the uppermost termination ofShearwalls SW-2, SW-3, SW-4. 38. Sht S-2: Indicate roof framing materials above Cry Room. 39. Provide information on temporary lodging locations for Labors for Christ organization, ex: locations of trailers, sewage/water facilities, length of stay, etc. This is a preliminary review only. Other code items will be addressed when the final plans are submitted. The building plans must be reviewed by the Cites Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the plans before a building pt..1uiits can be issued. 2 CITY OF PRIOR LAKE ORC PROJECT REVIEW CHECKLIST PROJECT NAME: APPLICANT: PROJECT ENGINEERS: CONTACT PERSON: PID#: LOCATION: EXISTING ZONING: COMPREHENSIVE PLAN: PROJECT REQUEST: HOLY CROSS lUTHERAN CHURCH ADDITION An application for site plan approval for a 3,888 sf addition to Holy Cross Lutheran Church. Holy Cross Lutheran Church Earl Drangstveit, General Contractor 419-3381 Jack Hunter 447-6772 SITE INFORMATION 25-926-003-0 14085 Pike Lake Trail. This property is located on the south side of CSAH 42, east of Pike Lake Trail. R-1 (Low Density Residential) R-UMD (Low to Medium Density Residential) Review site plan for necessary changes. I DISTRIBUTE TO: APPLICATION FOR: .-,~..--.-.--....- Ix Frank Boyles x Bud Osmundson Administrative Land Division IX Sue Walsh X Sue McDermott Comprehensive Plan Amend. X Ralph Teschner Jeff Evens Conditional Use Permit X Paul Hokeness Lani Leichty Home Occupation IX Bob Hutchins Rezoning X Don Rye X Doug Hartman Site Plan X Jane Kansier X Fire Chief Preliminary Plat X Jenni Tovar Bill O'Rourke PUD DNR - Pat Lynch Minnegasco Final Plat County Hwy. Dept. Watershed Dist. Variance MNDOT Telephone Co. Vacation SMDC Electric Co. Mediacom Cable Met. Council Date Received 3/16/00 Date Distributed 3/20/00 Date Due 3/30/00 Complete Application Date Distributed to 3/20/00 DRC Meeting 3/30/00 Date DRC Publication Date Tentative PC Date NA Tentative CC NA Date 60 Day Review Date Review Extension --.....,-.... I :\00files\00sitepl\00-026\referral.doc Page 1 I have reviewed the attached proposed request (Holy Cross Lutheran Church Site Plan} for the following: Water Sewer Zoning Parks Assessment Policy Septic System Erosion Control Recommendation: Comments: City Code Storm Water Flood Plain Natural Features Electric Grading Signs County Road Access Legal Issues Roads! Access Gas Other >< Building Code Approval X Denial Conditional Approval SeE ~\ ,AC\\CO t'-'\ 8--10 ~J...I~ ~k4/bo I/)/l / --1J . I /tI /--1 ru"" KcU~-: Signed: Date: I I 3/z+/o0 Please return any comments by Thursday. March 30. 2000, to Jane Kansier, DRC Coordinator City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, MN 55372 Phone: (612) 447-9812 Fax: (612) 447-4245 I :\OOfiles\OOsitepl\OO-026\referral.doc Page 2 MINNESOTA ENERGY CODE Commercial and High-Rise Residential (Greater than 3 stories) Summary Of Envelope Requirements And U-Values Worksheet Appli_N""'-bLY C~LvtU&2~:~'7q Date: 5/ID/00 Applicant Address: 14 oss PI~ LA~ TtAlf." I PaJDfL, LAtE; ! fvfN Building Address: l4oB5 Pltcc LAt6rfAlv, PltO(L LAre, fYlN Statement oCCompliance: The proposed building design represented in these documents is consistent with the building plans. specifications, and other calculations submitted with the I'"....it application. The proposed building has been ~' ed to meet the requirements of the . no Energy (ode. \ ~. __, ~NMtV1 I i:t A IicantlEngineer . MINIMUM ENVELOPE CODE REOUIREMENTS FOR COMMERCIAL BUILDINGS: CEILINGlRooF. WALLS. FLOORS: , ; .,' . Zone I * (Northern Minnesota): Combined U-Value for ceiling/roof must not exceed 0.040 BTU~-~fr\R'.~,-:-::: L:_. L . Zone 2)* (Southern Minnesota): Combined U-Value for ceiling/r<Xlfmust not exceed 0.45 BTUIh'~'wr OTHER ENVELOPE CRITERIA: ' M6R I 6 3JI) . Slab on grade floors must have continuous perimeter insulation ofR-to. . Foundation walls must be insulated with R-13 minimum. -- ' . Loose fill insulation installed must provide the required performanee at winter design conditions.,,* j ; I ; : i , Ii' j) Et.thClIVENESS OF REOUlRED THERMAL INSULA lION: . Building design must meet Category 2 requirements for vapor retarder. air leakage and wind wash barriers. and ventilation. U-VALUES: l00x 3'1''' Window Area I 3b1O Gross Wall Area Window Area: WINDOW U-VALUE: SHADING COEJ4 J41CIENT: Opaque WaD U-Value: Element ,~3 .s, (Source: l'w.. n.C or A1sHRAE 1993 Handbook ) Wl\Uh W 'Nr.b\JJ~ fZoOF Area (Sq Ft) 3t~4 '~~~ 431Z. = lO, t:t Proposed Window Area olct U-Value*** V-Value*** x Area 0,10 0.43 (!),04 ~t.3 110 115 Totals Average U-Value: (1)~8 / (2)~O2. The maximwn window area as a percentage of exposed wall must not exceed the values in the Maximwn Window Area Table using the thermal transmittance of the opaque wall (3), thermal transmittance of the windows and shading coefficient (SC) of the windows. NOTE: As an alternative to the above, the th~. mal envelope perf.J'. mance program ENVSTD may be used to det~lIl1ine compliance with the Energy Code. ENVSTD is available by calling 1-800/270-2633. * Frost depth zones as defined in Minnesota Building Code, part 1305.5400. ** Loose fill insulation, vapor retarder, wind wash barriers and air leakage are not currently incorporated into.ENVSTD. *** Obtain U-Value for this column from Wall (Studs and Insulated Cavity) U-Value Tables. MINNESOTA ENERGY CODE Commercial and High-Rise Residential (Greater than 3 stories) Summary Of Envelope Requirements And U-Values Worksheet Applicant Name: Phone: L/ tiS - J 17 'I - 0 L'< CItO~ L vtU6tZ.AtJ CHU~" Date: ?:J/IO /00 Applicant Address: 14085 P,Kt: LA~ TJ2AZL., I PaJO(LLAt6! MN Building Address: l4oB5 Pltc.c LA~ TfAlv I pfJ.O(l.. LAre., rvJN Statement of Com pliance: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the i-......it application. The proposed building has been ~d"":i,!)' ed to meet the requirements of the ~nne E~~ tr;;; t.1, ~ A licant/Engineer MINIMUM ENVELOPE CODE REOUIREMENTS FOR COMMERCIAL BUILDINGS: CEILINGlRooF. WALLS. FLOORS: . Zone 1 * (Northern Minnesota): Combined U-Value for ceilinglroofmust not exceed 0.040 BTU/hr-sf-oF . Zone 2)* (Southern Minnesota): Combined U-Value for ceilinglroofmust not exceed 0.45 BTU/hr-sf-.Of OTHER ENVELOPE CRITERIA: . Slab on grade floors must have continuous perimeter insulation of R-l O. . Foundation walls must be insulated with R-13 minimum. . Loose fill insulation installed must provide the required performance at winter design conditions. ** EFFECTIVENESS OF REOUIRED THERMAL INSULATION: . Building design must meet Category 2 requirements for vapor retarder, air leakage and wind wash barriers, and ventilation. V-VALUES: 100x 3'fG, Window Area 1 :, b1.O Gross Wall Area Window Area: WINDOW V-VALUE: SHADING COE.... .lCIENT: Ooaaue WaD V-Value: Element .~3 .~ (Source: ~.. ft.C or ASHRAE 1993 Handbook ) Wl\Lt.6 W 'NIlJuJ~ fZoOF Area (Sq Ft) 3Z~4 3q~ 4311. lO, ~ % Proposed Window Area u- Value..* U- Value.** x Area O.ID 0.43 0.04 ~t.3 /10 115 Totals Average V-Value: (It G,~8 / (2)-Bo02 The maximum window area as a percentage of exposed wall must not exceed the values in the Maximum Window Area Table using the thermal transmittance of the opaque wall (3), th~l111al transmittance of the windows and shading coefficient (SC) of the windows. NOTE: As an alternative to the above, the th"llual envelope perfvlluance program ENVSTD may be used to I det~l111ine compliance with the Energy Code. ENVSTD is available by calling 1-800/270-2633. * Frost depth zones as defined in Minnesota Building Code, part 1305.5400. ** Loose fill insulation, vapor retarder, wind wash barriers and air leakage are not currently incorporated into ENVSTD. *** Obtain U-Value for this column from Wall (Studs and Insulated Cavity) U-Value Tables. ,L000 11: 40 6125605400 STRUCTDES I GNASSOC PAGE 01 f1'AX I. Dilt, March 1, JOOO I Number ()fpa.~es inclt4difl2 cover sheet: 6 TO: Jack Hunter Ma~ellan FROM: Ruth D, Christensen Structu.ral Design Associates, lnc, 6860 Shingle Creek Parkway Suite 20J Minneapolis, Minnesota 55430 PIt(}ne: Fax.: Phone:. FtIX: (61 2) j60~5300 (6/2) 560-5400 65/-489-3933 Project Holy Cross L'Lltheran Church Addition Job No. 99152 REMARKS: o Urgent IZI For your review o Reply ASAP o Will follow in mail Jack, Here are the calculations for the snow drift loads from the new structure onto the existing structure. -- - -- -...---....-------,--------- The percent increase in loading due to the snow drifts is so small that its effect on the existing structure is negligible. Out of curiosity, how do you plan to slope the roof of the cry room to maintain adequate roof drainage? It looks a bit questionable. },rn@ ~D~i-:; \( teMI6tmJ j . \\1 I ~ Thank you, Copy to File Fax. . ~.....M.... ~ Ruth D. Christensen . .d:100 11: 40 6125605400 STRUCTDESIGNASSOC PAGE 02 S I HUCTURAL DESIG,N ASSOCIATES, INC. 6860 Shingle Creek Parkway, Suite 201 Phone No: 612-560-5300 Minneapolis, MN 55430 Fax No: 612-560~5400 I SNO\N ~~.~.:::_.~.._~~,. I t>~fC. FI(:2U~: "'-I(~~'5 ,....,~c..... 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''''.-.,= ',- '. _:..,", '",,- . 0 cO ' 'to ( ((\ , ~-'" , , ~ ~'I 0 ~ '21 ~ ~ I I "f. ~ . ,I I ~ . ~ ~--~-,&j. ;) : . ~.. :.......'.. ~~(i d~!'i ~~'l -o\~ ~~ . )t, ~~ ~r.;. I I ""----11: .. ....-... , , ~ ~ ; , ,: .' ~~~ I , , ! ; I , I -F , o , ,- ,\.~~ . N,' . . ,',' -- 'll . At'o\ N ~. ... i 0- , :r ~,;~~ i. 0V) ~, .E ~ ~ ~: ~~ ~< C,i\.;:} Z~ ~~ \I IJ, I" ~S~~~\i ;r..: ~~ ~. ~~ ~, -' !- ~:!: ~l ~~ ~ .~ .,~ ~ ::.. ~- ~ ~' . ~ , : '~~- ..~ .:. \ g:- o i -0 ; , 'C' -r ,,' .. j'" :P 14 ,-' I I I c>~~~- ~. ~ , ~' . - ' 2<. . \)N' 1\~' );~ ,,' ~! 11 Z() Q; ~~ ~I - ",'.' ...t300 11:40 612560546a STRUCT DES I GNASSOC PAGE 04 EX 1'S'!~'"!,,_...5J.~H~_::=_~,,~... STRUCTURAL DESIGN ASSOCIAI t:~, INC. 6860 Shingle Creek Parkway, Suite 201 Minneapolis, MN 55430 J ,.: ./~,.: '~'1C'lol:.E:~Sf": . M' Fax No: 612-560-5400 Phone No: 612.5S()..5300 L()~: DL -- IS p~.( L L; 1.,1 C) p'Sf, ~ DR-Irl :/~ - lJo~Z..j,.): ,\: 11 . " '7.: . '()O,/, : , ' , ; . 2. ',0 ~'l. ~C:,I~SOr:, ~rll"~S'~S on"~E:R t>~'~T~' f1!..EC_~ ol~_.,_.._~~~~__2:f L-~\IH ;. 30:;', 0' ~...?r:L:.!:.V. !3L :~W&;'" c. ~"", - ... 3S · x,...,':. , ,,.; }- ('~I.".IIt.. ~ tt:~ ""'" --..-,-,--..'''..-'''' ... ......_-~<~... ~w. _ ..~... ~., I oK ~ . ~~ i,~" 'T2\A.SSE5 E' 7..'. 01 '- "R.\.I~E ~ (~ Z. I :';I1c', lNoQ. os 't CI',~1;," 1..0.... t),,,-,cq ~ ,w,- (P5~t "~IOf~.fX.'2.')": HO.'-', WL~Il. t 15 ps ~ '" ("L.( ,c;{J;')-: \'5'g.." WI (IS r!~ ''-io~..fXz): 1\0--'1 W1.l'"'P.ll (1'5f":~ -i l~ ~\~X l)' It~~'1 R~ "'5 W), t>2'FT t..o.. t> , ,~.'= \.C\~'IL ,e. ". "l.c~ \.. E"I ~4f I!--I ~~ CUC. f'o4~, : v ,," ~,-~~-A.~~j, 1... ~ ,1'12.S'" ., ~ ", '<lD, M ~,Jl!,.()'Z-""~1 M= \ 14 ' ~..( '" .. \ f<XN~ wi ~\~'T I!':)~~: ~ : , .",.., Ie. ~\t $. 2. . I '1 "- ~/. "I.....c:Q..E:ASf!., [2.~ ~ i..f ,t') ~ ,'J. O/w. 1 "'4C,.!t.eASE 1<00. '. = o ,/, M" n. ,q l...-I ( 2 ,,1Cl .' - I. ~ 3 ...) 100 /. 2. 14 t. It'. 'a 1 /. Qj.., l"'l(..~f:' ~5E . M: , :(-Jt..,._q~-,-:",,'/lt~~)loo'/. . ~ . O. '11.:"~, ,.: 1~.C}z. , . " . \ 0/0 1."'lC~f: A.'::.5 ~).: Ojv IN c.jItE:A~-E R...: '"'" , 0, '52 'I. -,.., '~C!L!:A.S~S, '''''t ,~E.Ac...,.' \ ~t:I~' ~ ,~o~e.~TS,~~,E, Nlt!-GUG.la\..~,~, ""-,.... PROJECT: ,",CI.Y (~0'55 Lv....,.H~RN ....c.tll.d=tC.H ...~.t>, CLIENT: M~6e.\..~~,,' BY: RC JOB #: '11 i5Z SHTH: DATE: Jl!28/1" . Lt100 11: 40 5125605400 STRUCTDESI GNASSOC Title. . D5Inr. Description: Dale: Scope : A.,,: SOIOOl Single Span Beam Analysis Description E',1.\:\'1II"G, 6LI'>El wi NeW 'SNO"" DQ.ICT L General Information Center Span 35.00 ft Left Cantilever ft Right Cantilever It L Trapezoidal Loads Magnitude @ Left Magnitude @ Right Dist. To Left Side Dist. To Right Side Moment of Inertia Elastic Modulus Beam End FUdty 1.000 in4 1 ksi Pin.Pin O,110l<lft 0.110 klft ft 27.750 ft 0.110 klft 0.188 kItt 27.750 ft 35.000 ft k/ft k/ft 11 ft I Summary I Moments... Shears... Reactions... Max -4- @ Center 17,19 k-ft at 17.68ft @ Left 1,94 k @ Left 1.94 k Max. @ Center -0.00 k-ft at 35.00 ft @ Right 2.19 k @ Right 2.19 k @ Left Cant 0,00 k.ft Maximum 2.19 k @ Right Cant 0.00 k-ft Deflections... @ Center .####.### in at 17.54 ft Maximum ;;; 17,19 k.ft @ Left, Ca nf. 0.000 in at 0.00 ft @ Right Cant 0.000 In at Q,OOft r"'~ '.;_...-' (c) 1983-98 ENERCAlC PAGE 05 Job # Page 1 , I klft klft ft ft ~ ..., KW-0602288. Ver 5.0.6. 15-JuI-1998. Win32 ...d00 11:40 STRUCTDESIGNASSOC 51255fl5400 Titlo : Dsgnr: Description : Date~ sc;ope : Rev: So8co' Single Span Beam Analysis Description E'''-:,ll''lC~ OL.tI{, wI f'lt;:'" -:'t-\~'^" N~\F' General Information Center Spall Left Cantilever Right Cantilever I Trapezoidal Loads Magnitude @ Left Magnitude @ Right Dist. To Left Side Dist To Right Side 35.00 ft ft ft 1.000 in4 1 ksi Pin-Pin Moment of Inertia Elastic Modulus Beam End Fixity PAGE 05 Job' Page 1 I 0.11 0 k/ft 0.158 I</1t 30,500 ft 35,000 ft kIft k/ft ft ft 0,110 klft 0.110 kilt ft 30.500 ft I Summary I Mo~nts... Shears... Reactions... Max + @ Center 16.921<-ft at 17.54 ft @ Left 1.93 k @ Left 1.93 k Max. @ Conter -0.00 k.ft at 35,00 ft @ Right 2.03 k @ Right 2.03 k @ Left Cant 0.00 k.ft MaJc:imum 2.03 k @ Right Cant 0.00 k-ft Deflections... @ Center -####:### in at 17.54 ft MaxImum ~ 16.92 k-ft @ Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.000 in at 0.00 ft ('/ (c) 1983-98 ENERCALC klft k/ft ft ft KW-0602288. Ver 5.0.6, 1s..JuJ-1998. Win32 . 'j CITY OF PRIOR LAKE BUILDING INSP~CTION D~PARTMENT COMMERCIAL & MULTI-UNIT PLAN RE'V lEW LHECKLIST Project Name: ;)A-Afe-rUA4--4' HLJ/JI 'T1c;YJ ;-!CX--4~'- I ., I Job Address: ( 4oBS- VI ILG- Utce- lM-1 L- I. CLASSIFICATION OF BUILDING: 4- - 3 8 N~V 4 Z. ~g 1~-;;~r=" Use of Building C'(,{)~Et.i/J.vtvJ('1 B 7 Z. N A t1.~'EI#/fIl.'f' S If 0 , ~... 1. Occupancy Group (Table 5-1) ;}(;JO A- alE Occupancy Separations (Table 5-B) IItJN~ E-I A. ....~.~....-'.,'._. 'z,-g G~f;'r!.Nfw 2. A'~ N~NE B. Type of Construction (Table 5-A) ,:It - AI C. Location of Property Front.6:0'J Rear (j:C/1 , I L. Side ~ { R. Side 'O.J. D. Floor Area 1. Actual If 3z"B " 2. Allowable (Table 5-C) l~ 3. Area Increase a) OpenArea(505)_~{}6t?~ 1()o'I~ :. Izc;oO b) Sprinkler (505.3) lZOt;O ~ S ~ 3~OOO c) Multi-Story (506) 4. Mixed Occupancy Calculation = E. Height and Number of Stories 1. Actual: Stories' Height 54 f -f 2. Allowable (Table 5-D): Stories I Height ..40 , 3. Allowable Increase 1).ff"J ~ s#~~ A:~s t-t 0 L\, ICr.~~S AadAl p?c, . c~' I.--D~ l2.b'8 ~ 2.0 , S... ( \ 008 ACZ,..l: ~ ~I B ~ ,,,"" <';"-~" --" " .,.-..............'..,.~.- '- -"-... ~'r~ 3> ( \ '''-~.~-, (Sq 0 /"2.. -:: '~.' (_ /-) J...~..""'" - ~ A-~. ! Ie I L ~~,~<~~ " ~~.~:?:,~.;.."'__3'&h? ._'_~_~) * ~ 2-5 \ \ 15 ~ ,.Jlllll"" 5008. .-J A '~ l'~hJ~(' ~l ~\a ., A '3> 'l)/~ x f ~-1j S -l ~ s'~. '1S -J~ ' ~~ \ ~ ~ J Aq~ 2-(2-/00 .,.-- 0'\ O?C-. LO So '" $ c> f'E?d ~ ~ to t1t- . "2.- LSe6 p~ ~ 11pcY2. 4 -'Q - ~,'ET -e- 55 '2 pAN Ie '\4-0 IS ~2- '2 ~o 2- =- 1812. ~~D Zb l ~A {(D~ 33>0 ' A~ IB?!. 0 ~ C>F-F-I'~S r · A-3 r "!\ f~' ~ i~ Ji I A ?A 2...1 ~ l.~ ~ y, I J I ~, ..\) ! 1 ~ ~ l '-J t ~ 1 1: ~ " 1Z /'~ ! ~ \ ~ V ~ i....~:..-l l40 ' LL- ..:~ 3~88 H t.. (PI!,) "'-'7 , 50""''''''.1." -'- '"Z.-4-o _ 9(P 3,6 --- J\ '2- LJ\ Att~" l"~~ 4~~3e ~or1\ 1-- -S, f ~11~~ . , ,', , '.;:I gb?~_A(i.~ ~.M .171S ID :seE-AB~ MAIN 5(D~ ZS"O ~ I 5"'~ 1- '2.~ 3'_"" 1~ leO lq,..;.. L ~'2J. z" pANIc.. 5 E- -.,1r B4/ IJ~ b)< t ~tl"-lb ~ ~ ~C?~ ~r>~~ . IOo.%: (" ~3 t'-l e ~ I A-3> I t:.-\ ~ , 18125 Z(,. ,~'*" 825 A ~3 F~/5vtPf B e-{2c1 ~ !AZPAN~- 9~ ~O2.., 3 3 Q ,..........,--~ "1 2- l4-o l '1 <.a 3&88 E'2Cl: A-3 ~~~ ~ .-~ 5AtUC ~ ,4- s W'<->~, ~~ rOl7\-"S E-t IN8 t(Qo'Z, ~ -g , 303 + 330 +1"1<,. ,A"'3 BZ5f-~40~ 140 ~ A.2. l (C:,(o , ~f " \g~ t ~ 05' ~f3BB - c::- r T~S-F.~~. ~.~g- 1 Z3:>Z- U/eG~ f!:>O<.o f;:A5r ~~0 6~44- 33t3B ON 4~ vJJ'r,-",- ./ 1D) e~ c-qz qr-J ) v' 70 ~ ~ L " P {k>J ~'-~$ C)D~. ~ A~~o p. L. )O~ .(.p ~ 5~.vJL<.AIru0 'J o4w -<.0 17 ~ OV\- l+r - K-o 6 'j TMlk ~) - \- ,_ ~H' f./U/1u~ ~TC2-11# DATE: 2-/, /00 I , ,ol,,,,,,,,,, ,,,,,,,.. . ...,......".... @# @# @ # ~;( - 4-.$; ~ ?'133 . NUMBER OF PAGES: L- - (including cover) -.."- . FROM: ~6~'- t ~ '-"~ (.-^-'S . ~ - FAX No.: 447-4245 (/) c: Notes From The Sen'der: x PLEASE CALL ALL PAGES. /,/' AT LL IF You Do NOT RECEIVE 16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER Memorandum DAlE: February 7,2000 TO: Jane Kansier, Planner FROM: Robert D. Hutchins, Building Official RE: Holy Cross Sanctuary Addition 14085 Pike Lake Trail Following are the results of the preliminary plan review for the Holy Cross Sanctuary Addition. Our review was based on the Minnesota Stat~~ Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997 Uniform Fire Code (UFC). 1. Complete a Building Code analysis. UBC Chapter 5. Include the following: a. Occupancy Classification. b. Type of Construction. c. Location on Property. to inc.: Assumed Property Lines UBC 503.3; Area Separation Walls UBC 504.6; Exterior Wall Protection UBC Table 5-A; Projections UBC 705. d. Allowable Floor Area. 2. Submit signed HV AC, plumbing, fire alann, and sprinkler plans. May be submitted at a later date. 3. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. 4. Submit a soils report. 5. Submit Energy Envelope Calculations. MN" Energy Code 7670.0100 6. Provide the Illumination Budget Calculation Summary, MN Energy Code Part 7670.080. 7. Provide a room finish, door, door hardwan~, and window schedule. 8. Provide detail of Attic draftstopping. UBC 708.3.1.2.2. 9. Indicate Roofing materials. UBC Table 15,.A 10. Provide calculation of required Attic ventilation. UBC 1505 11. Provide Engineered Roof Truss Drawings at Framing Inspection. 12. Sheet S-3: Include Snow Drift calculations from Sanctuary roof to Existing roof. UBC Vol. 2 1614. 13. Provide roof panel details. 14. Roofpanels shall not be installed within that portion of roof located within a distance to property line where openings in exterior walls are prohibited or protected. UBC 2603.6#2. Also the area shall not exceed 2:5% or 33.33% of the space sheltered depending on the type of plastic. UBC 2603.6 #3 15. Provide an attic access. UBC 1505.1 16. Post room capacity in Assembly areas. UBC 1007.2.6 17. Provide detail of penetration firestopping at Floor /Ceiling separation at Mechanical Room. UBC 106.3.3, 710.2, 712. 18. Provide construction detail of Sacristy raised floor and of ramp. 19. Interior floor elevation changes of less than 12" shall be by ramps. UBC 1003.2.6 20. HDCP ramp landing minimum size shall be 60"x60". MSBC 1341.0432, Subpart 4, Item C. 21. Provide handrails on both side ofHDCP ramp. MSBC 1341.0432 Subpart 5. 22. Provide HDCP Interior and Exterior signage details. MSBC 1341.0476. 23. Provide an accessible drinking fountain and a cutsheet detail. MSBC 1305.1795 24. With the number of parking spaces provided (79), four (4) HDCP parking spaces are required one of which shall be van accessible. MSBC 1341.0403, Item E, Subitem 2. 25. Sprinkler system shall be monitored by a remote station. MSFC 1003.3.1 26. Provide emergency lighting and exit signs. UBC 1003.2.8 27. Provide a Post Indicator Valve (PIV) on sprinkler supply line into building. Locate a minimum distance away the height of the building. 28. Provide fire lanes for fire apparatus response. Signage to read :" No Parking Fire Lane by order of Fire Department". Indicate on a Site plan. Locate by Fire Hydrant(s) and by Fire Department connection. UFC 1001.7.1. 29. Provide fire extinguishers minimum 2AI0BC rated, within 75 feet travel distance of all areas. UFC 1002. 30. Provide a Fire Hydrant within 150 feet of the Fire Dep8.J. huent connection and all areas of the building shall be within 300 fi~et of a Fire Hydrant. The Fire Hydrant must not be at a lower elevation than the parking lot for fire apparatus location. 31. Enunciator panel( s) must be located in front Vestibule. 2 32. Ventilation for the building must meet UBC chapter 12. Provide 15 CFM of ventilation per occupant. 33. Provide a recycling space. MSBC 1300.4700. This is a preliminary review only. Other code items will be addressed when the final plans are submitted. The building plans must be reviewed by the Cites Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the plans before a building permits can be issued. 3 A?<;fi~5 .;41 Ice /' ~ I~AVC /A-u..c..e:,-r"", ~ _ -;. WILL bC:-r Memorandum (!):: N'bE:O DAlE: February 7, 2000 TO: Jane Kansier, Planner li'KOM: Robert D. Hutchins, Building Official RE: Holy Cross Sanctuary Addition 14085 Pike Lake Trail Following are the results of the preliminary plan review for the Holy Cross Sanctuary Addition. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997 Uniform Fire Code (UFC). 1. Complete a Building Code analysis. UBC Chapter 5. Include the following: '" Occupancy Classification. ~ Type of Construction. ~Location on Property. to inc.: Assumed Property Lines UBC 503.3; Area Separation Walls UBC 504.6; Exterior Wall Protection UBC Table 5-A; Projections UBC 705. ~l1owable Floor Area. VUbmit signed HV AC, plumbing, fire alarm, and sprinkler plans. May be submitted at a later date~L.~ / 0Ubmit ~s~ct;;u Engineers requirements for Special Inspections UBC 1701.5, :(Submit a soils report. ~Submit Energy Envelope Calculations. MN Energy Code 7670.0100 Z0rovide the Illumination Budget Calculation Summary, MN Energy Code Part ~670.080. "Provide a room finish, door, door hardware, and window schedule. ~rovide detail of Attic draftstopping. UBC 708.3.1.2.2, ~ndicate Roofing materials. UBC Table 15-A rj/l /l ~ ~rovide calculation of required Attic ventilation. UBC 1505 V v ~--~A~ ( j Provide Engineered Roof Truss Drawings at Framing Inspection, li'Sheet S-3: Include Snow Drift calculations from Sanctuary roof to Existing roof. UBC Vol. 2 1614. 4rovide roof panel details. r-(' Roof panels shall not be installed within that portion of roof located within a distance to property line where openings in exterior walls are prohibited or protected. UBC 2603.6#2. Also the area shall not exceed 25% or 33.33% of the space sheltered depending on the type of plastic. UBC 2603.6 #3 @provide an attic access. UBC 1505.1 @post room capacity in Assembly areas. UBC 1007.2.6 <!) Provide detail of penetration firestopping at Floor /Ceiling separation at Mechanical , Room. UBC 106.3.3, 710.2, 712. ~ 8. Provide construction detail of Sacristy raised floor and of ramp. J19. Interior floor elevation changes of less than 12" shall be by ramps. UBC 1003.2.6 ~O. HDCP ramp landing minimum size shall be 60"x60". MSBC 1341.0432, Subpart 4, Item C. ~ OE.-rA\ ~1. Provide handrails on both side ofHDCP ramp. MSBC 1341.0432 Subpart 5, @provide HD~P Interior and Exterior signage details. MSBC 1341.0476, ~Provide an accessible drinking fountain and a cutsheet detail. MSBC 1305.1795 ,Ne:e-.o ~"~, :z.i' With the number of parking spaces provided (79), four (4) HDCP parking spaces are I7p-' '''' ;required one of which shall be van accessible. MSBC 1341.0403, Item E, Subitem 2. --. ~. Sprinkler system shall be monitored by a. remote station. MSFC 1003.3.1 (26)provid~enCy lighting and exit signs. UBC 1003.2.8 S;. Provide a Post Indicator Valve (PIV) on sprinkler supply line into building. Locate a ~ minimum distance away the height of the building. ~8. Provide fire lanes for fire apparatus response. Signage to read :" No Parking Fire Lane by order of Fire Department". Indicate on a Site plan. Locate by Fire Hydrant(s) and by Fire Department connection. UFC 1001.7.1. \9, Provide fIre extinguishers minimum 2AlOBC rated, within 75 feet travel distance of all areas. UFC 1002. ~. Provide a Fire Hydrant within 150 feet of the Fire Department connection and all areas of the building shall be within 300 feet of a Fire Hydrant. The Fire Hydrant must ,\ not be at a lower elevation than the parking lot for fire apparatus location. ~. Enunciator panel( s) must be located in front Vestibule. 2 ( 1. entilation for the building must meet UBC chapter 12. Provide 15 CFM of ~ntilatiOn per occupant. 6provide a recycling space, MSBC 1300.4700, This is a preliminary review only. Other code items will be addressed when the final plans are submitted. The building plans must be reviewed by the Cites Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Depfu Lluents. The DRC must approve the plans before a building permits can be issued. ], ~..-..ctc ., -5'~c \l~1 \' ~Sp:~;(~~~ ,. 1--- o ~1 n Lt' . ~ t'" 0~ ~/~ o r t 1~ ~\ 'A. 3?5 I iii ! 1 · " ~- f' J 'I-- -- ~lU t \ _ '1 \L~ ~ ~ ~'~ tLlt' vC; - - iflr --.yt -., /j _Y J w 4- ___ (p I J lAV f 1-f L r- I I ~ [" l --- r X \ "2 / z.. /0<::> J PJ2-c?UIOcr C/r~. o~/1 r17c Y~77c:.A7'-rd^-J' j pfLD V \Of- Dc;Tf\L '-' 0 P A-Il (0 P f2./tf'5roPf {,N,-" Jr?f:rlf'JlL. of- htll.15-- S1'>F' pl/'oJ> ~S~ /;...} (AJ ffl~t- ~--vv-- 1 ( (9 . '2 1/2- J ~~&z.IAJb?' I~-A J ~ \-. D'l...' t"-r- "'-"rw~ (\ i"""""'" .; (2'<9/)~ Ta....s s p...,'-o J /50 -S- t( 70S, s" I. l, Z- r::( .rvr-.tS10~"" lO(.a.5.3 / '2 ~ 0 ~ . 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LA" ~ t (OIV\51NE- BoT~ q(P t.\ + 5"'1 t1 ~~ 153 ~ \q~ '\ 1 f + S7 f -:;: \ S4- 2~/OO k~ G;>D . \ v.J. G . \ LA V. 2. \.N. C-. ~ LAV USE: E:.X\ST\N~~LA"S -Z- t'-~ \.AJ . c..,. 3 P" LA" 5 2- F w.e. 5 /" "'-- 117 t="t.J L-l..- '-'U Ii it- ~Q.. ~ 4r- <....v' A L.A.......s.. 0 {J6tLt ~~ G 2. . ..,. T'-1 PC--- Olc- ~ <;' I 7-, I<t- ]d. &v (~ T'1 P6-<::r'- c....u(j-J(i) Z>' pl.---p s ./ E }J 0/ . r (h...J5 5&:$ J rfZ,4/VS c..-vc:. fr G:-/T,S .s ~~~-I-IIJ~-'-"~/?;'J G.OS'''. ~J P jVt1L-r 5raa /l V 17 C r- Sf-1e.-/ N / < . J SPfl..1~ (e.- 1tt::0<...-6 (....4 I.; ~ C,f- .?J 6-c!JISVI<..A--') J SNO L-oA-D DfZ..-II~, l.-c:>Dtc..-~ S-42-v--( . . ,__, , ~~Vl~.-G--'k:ic.~~ Cdr. vp/3/Lfc;:.. ~U/~ ~p...., ":'!~ /~ V ml {G- tAs:vr / CA-Hqy. ----- ~ F (/2.6- V /50 'r/I To Ct:;Nj'/cc-rfCJN J PI V. IE JFr-l. wmbN :00' of"&uJb Nor up A H;t..t.- .J pao v I LJ& ~I /2& ~(3S ~J ~ "'" ~.::- .~ p Il.t:1b.S ... ~ )Mtfyc "F(~~. ~r.=:(~ f IT~ jJc./);vS :; jV10tV (i{!(l.-6O J j~ ') SIN ft/Jt-c ./,f/JIJ'1 S /) ~y!. l' ~ (Ze-q /J I rJ 1 0 Pc- C6{l..{l..U)~ J ;v:-' C r ~/i-. ~ sa It!~>.;C . 17c:ff- Z d{J!..,~<"" (cJOf, L, Z- b;<.c.,.4- .' H~~~ CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULn-UNlT FIRE PLAN REVIEW CHEpKLIST Project Name: ~-rUAi2-'-I 4/TlevV floc-'1' ~':i. I I Job Address: /1 o~s ,A/L::C- iA~ I ~/L . Provide access roadway for fire apparatus in accordance with Section 902 of the Uniform Fire Code (UFC). This includes the following: ( 1 All-weather driving surface. ( 0 20 feet of unobstructed width. (.y 13 feet 6 inches of vertical clearance. (->J' Adequate turning radius capable of supporting fire apparatus. The radius is: 45 feet for a sprinklered building. 60 feet for a non-sprinklered building. (y/ Dead end access in excess of 150 feet long shall be provided WitQa turnaround. /Access roadways shall be extended to within 150 feet of all portions of the exterior walls of the first story of any building per UFC Section 902. Where access cannot be provided, an approved fire protection system shall be provided. . 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. .~ ~.~ on-sprinkIered Building: Fire hydrants are required per UFC Section 903. AJI portions of ~_ exterior of any non-sprinklered building must be within 150 feet of an approved fire ydrant. Sprinklered B ilding: Buildings with a sprinkler system require one hydrant within 150 feet of the fire d partment connection and a hydrant(s) within 300 feet of all portions of the exterior. The fir e department connection shall be located on the front of the building. The PlV must be loc ted a minimum of the height of the building away. ;Vcw, FIREPLAN.DOC (;) All hydrants shall be accessible to the fire department apparatus by roadways meeting above V requirements. Hydrants shall be located within 5 feet of the curb so that apparatus can pull along side for the connection. lX~. Provide fire lanes for fire apparatus response. Signage should read: ''No Parking Fire Lane \/iJ) f-.l by order of the Fire Department." Location and number to be determined. ~~~ ~ tt5.'v1 rf:) Provide numbers of addresses in such a way to be plainly visible from the street or road ~/1l VV V fronting the property per UFC Section 90 1. Numbers shall contrast with their background. \~ ~v ; . Townhouse projects must have directional signs designating the numbering sequence of units for each individual roadway. .orJprovide approved key box to be installed in accessible location per UFC Section 902. This is U required 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. ({)ire extinguishers are required for this project per UFC Section 1002. Extinguishers are l/required to be a minimum 2AIOBC 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 UFC 1001. Requirements based on the 1997 Uniform Fire and Building code. Submit two copies of detailed shop drawings before installation to receive approval and pcuuit. (One copy will be returned.) The contractor should submit installation permit application with plans. (Q) Automatic fire extinguishing systems (sprinklers). (2) 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. FlREPLAN.DOC · Protection systems installed that are not required are subject to approval by the Fire Department and must meet code requirements. . Submit 8-1/2 x 11 inch site plan for developlnent 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, UFC Article 25. () Cellulose nitrate storage in excess of25 lbs., UFC Article 27. () Storage and handling of combustible fibers, UFC Article 28. () Garages, repair, UFC Article 29. () Dry cleaning operation, UFC Articles 36 and 79. () Application of flammable finishes including dip tanks, spray booths, etc., UFC Article 45. ( ) Welding and cutting operations, UFC .Article 49. () Refrigeration equipment using other than air or water and more than 20 lbs., UFC Article 63. () Compresses gases, flammable, UFC Article 74. () Compresses gases, non-flammable, UFC article 74. () Cryogenic fluids, UFC Article 75. () Explosives or blasting agents (storage or use), UFC Article 77. () Flammable and combustible liquids, UFC Article 79. () Hazardous chemicals, storing and handling of hazardous materials including toxic chemicals, poisonous gas, hazardous waste as defined by DOT and EP regulations, UFC Article 80. () High piled combustible storage, UFC .Article 81. -- 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, UFC Article 82. FIREPLAN.DOC _Y CROSS LUTHERAN CHURCH FAX NO. : 612 445 6997 Jul. 05 2000 i0:i0AM Pi 0-2<90 1-),.00 .. -- ~! · U' O~: ~ ~ ~~JJ{ _ClPA~ Ppt- / ~ /1) P/~fl f*;: ChaYJ~5 1- 5 :-06 B6/27/20BB 9S:33 &1 25&B54BB SrRUCTDESIGNASSOC PAS:. 91 FAX , Date J1AlJC 27. 1000 I NWfff,v o.f pars illdutij"R CUV'r $Mst,- 1 TO: . Darwin C~.:.. f)" Charlie YiJt FMOM: RVTh D. Chri.tN7JI,1'I Strv.:turtl.l Dulgn A.rst)cJtJt~, 11'lC. 6860 Slfingle C,e,k PGfkwt:.y Skite 201 MimteapfJIis, MtttPJuonJ $;430 ~Jc,,,,... FC1t: PhG".: Fa: (612) j60-J,OO (612) 560..5fOO 952-44j...6997 ".jut I JDI1 No. Holy Cr03S Lutheran ChurcJl 991J2 llEMAllD,' o Urgent ~ For )Jf)'IJ." revlew o Reply ASAP o W"1l1 follow ;n 'Mil po Darwin, ...... The anchot bolts for SW-l. SW-2, and SW..3 all:equire e. 16" embedment with a 2" hock, You requested. that I check if 14 - ~IU long anchor bolu would be adequate. I have rechecked my calculations and have det..,.."J!1ed that 14 - 3,1.1' lon& anchor bolts are ad.equate only if they have a 2" book at the end, If you have any queltions please call. Thank you. Copy to Fax Copy to :Fax OC:--, ~)...I'l-.(.Jvl,.,.l ~,\,'~" Ruth D. ChristellSen ~LY CROSS LUTHERAN CHURCH db/~"~~UV ~u.~e u.~~uu~~~u FAX NO. 612 445 6997 . . . .. - . - -- - ..., _. Jul. 05 2000 10:10AM P2 FAX J Dcat, }WUl 27,2000 , Nvncbv O~f inc.h.dUcI! c:ower J1t~et: 2 TO! DIln.vtll CP1.l_z~r (J" Charlie Yl~ FROM: Ja,th D. a";,,t....,.,. StrUcrutal Du.ig1& As~tJciares. ~. 6860 Shilfglll Cruk PIl,.kway Slli., JOJ MtFflteapQlis, Miralte.ffJtfJ 5j430 (6i 1) J60-5300 .A (6J 2.) 560-J4oo 4' , PII..II., F 1&1:: PIaou: Far: 95Z-44S-6997 , PNJ<<t I. N.. Holy CrfJS$ Luth.ran Chu,.ch 991j2 RBMAJ.lXS; o U,.g.ru 181 Fo" you,. ".view o Reply .4.SAP o 'Willlallow ill mail Darwin, The required spacinC for anchor Dolts1'lot in shear walls is 4'-0" on center for ~"diamaer lDehot bolts. You may substitute SimpltOn HD5A HoldQWll.6- {or Simpson CB66 Base Plates at eaeh 6"x ~t wood post. lfyou have any questions pleas. call. Thank you.. I h.",... w.. H. ,.... ~ I u eI ..J w - -lw pu:.a.' d.I:JaU .c.- ... ~ I I J - J,,.J , '- -. bG.pr l+ -:14" .C:.;.~ ~ ...~~ .hty C..... ;'.1tlI.. ~ '" , +..w , Copy to Fax Copy~ Fax ~":~+t- c:::~~...,~ Rllth P. Christensen. '"" ,(/2068 85:58 Gl25DB54~8 . 6'J5$ET IB, SEE eQEC>_ !HOF' Ul!LD TO eM. & Ie .' ~ Ae ~"' FOR. -y- 801. e'El.. ~1~UCTDES!GNA5S0C 'I.. vARIE&. SEE " ~ PlAN - .,t .. (CL.\- eel, . /i~ , / JI' ~ I '. ~ r:Ju. & I-Il~ eLK. , ,.~ ..., I, caJ~ c:oN"r. UJ/ " :> ..:': . : ~ CONe FUL.L. I..E)G'~ I ABOVE eTl. LINT!L '1 ~, " ~ iTI.. aM. 4 e. , HI! I..INTI:1. 5C~!D, cEN~ !lTL.. eM.. CN eLK. eAOQ.Ip fT',5TL." LINTEl,.~ IN CAviTY WALL ~ NO !GALe . Structural P'.'101i ~.. SECB-2A Des ign ~n: R~I5EO Associates. Inc. 1/3/00 .... ..... PAGE 0:2 owLY CROSS LUTHERAN CHURCH FAX NO. U~'~~J~~~~ .u.u~ e~~~eooq~~ 6t2 445 6997 Jul. 05 2000 10: 11AM P3 ~t~UGI~S~j~~ASQU~ PAGE 01 ~~~ FAX I DtJu JIAM 21. 2000 I ."IuMber ~~ tPldf4Jin{ Cf)1)Q sh.td_' I TtJ: DfJnulJf. hull1{tfl' nOM: Rutll D. Chrl~tC1U~" S,",cAtrczl Dutgn ASSDCI'QI&Y, l~. 68~ SlWegltt C,tIfI/& ptlrl:wg~ Su.ir. 2rJ} JJ.iM~"p"lu, MilI'Iuota 514JO PII.II..' Fa: 9S1-44j-~997 Pltll~ FII:& : (6J 2) J60-JJOO (612) 56o.$4()() ~J~el Jo. No. Holy Cross Church 99151 REMARKS: o U"g~."t ~ FDr YOW' revietN o Reply ASAP Cl Will follow 11& WlQil Darwin. As W~ discussed on the tdephone, the followiq Simpson eonnections may be substituted for the Simpson c:onnections cUtr$ltlyon the structurzU drawinK.. (1) See shear wall #3. _4. HDlS SimpjonHoldown maybe used rather than a HD14A. :Ploase note that when using a HO 1 S Sim]8on HoJciovm, 4x2 framing members must be ttrovidc::d at the ends af the shear wall- .-. "" - (2) GLTVS.SO /9.25 SittJ.plOn Top Planae Hanaers ma.y be UJed for the connection between :a 1 and B2 rather than WP149.~5 bm4sers. Please ~all if you have any questions. TharJc you vary much. Copy to Fax Copy to Fax Jack Hunter 6S1-489-3~33 Ruth D. Christensen ~~Y CROSS LUTHERAN CHURCH d6/22/2BB~ ~~~4~ blL~b~Oq~~ FAX NO. 612 445 6997 Jul. 05 2000 10:12AM P4 V".'W'-"",,"-....." .---- If AX L Dct. J*'(f,e 22. 2000 J Numb.,. o~e$ i1t~lJld1'11Jr c~'Y'" sAul: J TO: Cha,-lle Vi.( P~OM: Ruth D. Chri$t!1LSer. Slrvc:tun,l Daign A~P>datu. I"c. ~60 $11l,.,I. Cr..1e Pllr*rt.VlY Swiltf 201 Mirlne4ptJiU. Mi'J1l~ota JJ4JO 1'1I.,.~; Fa:: 9J2-44j-6997 PIe",._: F.: (612) 560-1300 (612) S6fJ..J400 P,,~d I Job Nil. Holy Cro~J Luth.eran Church 99152 REMAllXS: o UrgSl'ft E81 Fo~ ytJur rt1Vi(lw o Rsply ASAP o Will.foll,,~, in "'4il ~ Charlie, As we discWi5ed on the tclcphonCi, the following rcbar may be substituted for the rebar GUlTtI1tly called out in the c:ontinuous wall f'ootitlfreinforcing ,Uble: . For footings 1 '-9" thr.12' -8" wide and 12" thick, 3-#4 ban maybe Uled rather than 24tS bars. Pl-- n* that foo~ reinforcing should be p~ec1 with ,.. c:tear behlu'ecn it and the bottom of the footing, NOT in the center gfthe footing. If you have any q,u_tiOI'lS please (,al1. Thank you very rnuch. Copy to Pax Copy to Fax .~ <d-l.- r'~ --- Ruth D. Christensen .,' ~~~ ~ ..CROSS LUT~ERAN CHURCH FAX NO. .61,2 ,.~45 6997 Jul. 05 2000 10:12AM PS BRAUNI~~' INTE'RTEC \ I 9: !. ; .. \ t:, ., , ~ I . : '. S~ial Inspect~~ ,~y Report ,City of ,p,e,'(oie... LA K e:: Pag~ \ of Repon'Numb~: Pro1~1,~ame:: Project Ad~ress: Client: W cather: ~ j:lo'-~o~ .... L lA -r H ~ fj., ,..J Date of This Report: h - 2 ~ - 0 0 Project No.: .60~ l()O - o'!J7 (" ~A~ Client Project No.: Temperature: 10,0 I ~ ~nsP ion Coverage: Masonry ~ Rebar PJac~t 0 ' foundations o W dding /Q Conc;rete PlatelD.eJ1r 0 Fireproofing o Boldn, 0 Tendon Placement 0 Other Did the architect or enJineer authorize chan,es to city ~pp~oved plans? Yes 0 (Listed Below) Description and location of work completed: 0 6 S c"'fl...V i b t.. ~ I.N 'C1~ t!-,} NIT Type of Inspection: ~ Continuous ~ Periodic ;., , '. No o t=:OA 60..N P i~flM ~ F'~I< f~JI\J rO/ltLJN& fODI< /J1 A, 7&'}Q. J A ,:,,;f';': (;'j:1;':~ ".....: ',' ,\" ~ :. . ~ ".: .: " .s EC-rloH:,(, ~"'1- -rHJ(IA. -;.. t .. .... PA.O,)'~1-' ,..s.P~~: /F /cA Tlo~ s_ ,t', :! >",,'" , ,',.,.., ~:'"r.,','.},~... 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'w owLY CROSS LUTHERAN CHURCH FAX NO. : 612 445 6997 Jul. 05 2000 10:13AM P6 . .RAUN~ J NTE RTEC DAILY OBSERVATION REPORT Project #: BoDX - CO - O~ 7 L Location: ,HoJ., (, OSS, ~vf~~~" .., C~ v ; ~ ~ . . .,' ... ....: ", RePort #: t '3 Date: b ' C6 ..-Q:::) . '...... . :'.' ~. . '," " :. ': .:~ '. ~ '.'. '. '. ~. ...; .,' Personnel Classification Reg~lar Hours OVertime Hours r: . ,~,,/ie F;f?lj S~,v;(P5 7PG~ Areas and work performed this d~: ~ 0 ~ ,-,pc! P J(~{ fP,.,.." -I- 0 ( fl.e b<,~,- I " ~\ Bone! ~c)'M 0" ~.-;~, s:~~ fOvrorlCA.4, f)1') ".J~) (..,J ~f ~-d , , - Of' w.f+. f,J4 Rr b:-....- / ~,../.,..I / lI.1r f' F \,J ~ f~,\ : ,... S f~)(. ~ Z :t:I S 's r..."".,.., "\ '" 101\) vJ<.I1. v-.+ ~ 4 I ~, h )t? (.J', 0'1 Weather: p.,..,I-/1 L /ov J --/ 70 · s r r Submitted To: ('h..,.! i c-. Performed By: J;:;;;(/'1tI . F: DAILY 1 DCRo01 ,JLY CROSS LUTHERAN CHURCH FAX NO. 612 445 6997 Jul. 05 2000 10:14AM P7 I' ",'" B.,AU Nt. ~T ~ ~T :c R~pUf( Numb~r: PI'oj~..:( ,Nam~: Pr()j~ct Addrt:ss: Clil!nt: Weath~r: Spec:ial Inspector Daily Report City of fJppk v~ II~ ,Y Z ,Date of This Report: 6 - Z Z -- 00 1-101, (r~S$ L",,!/o.,.rt (ev,,(,t., Project No.: JS()D~ -oo-c167G. "'~ ;\.' _ Prl'or l~he,. Mn t I () 1.'1 ,eros,s., {_c.rf~,.." ~tv,.~,lcl~t P~Qjeet. No,.: S ~'l '" '1 7D '.; Temperature: (o ~ Page of I Inspection ,Coverage: o Masonry ~ Rebar Placement ~ Foundations o Welding ~'Concrete Placement 0 Fireproofing o Bolling 0 Tendon Plac~ment 0 Other DiLl thd ar..:hit,",ct \lr en;ineer authorize chan&~ 19 city approved plans?' ' Yes 0 a..isted Below) No 0 D~s~rip(iun a~d Ju~ation uf wurk completed: (~rfC1"~' ~)Ct'<<vtA.1 Dr, ~fI"'''V(.A~ ,; 0')( e-F +he. Typ~ uf Insp~cti()n: o C(lntinuous' g Periodh: f'r^~fpr~ .h~/'{ I!P...J ~i-I;01 f;,<>4'''~~s ~'d tle ~ W (t:>, ~,.. r:... +/,.. ~ !r..;I..o~ '<4' -f ~o; Is "l-Jf?,.e {'oVAJ. A :50, J.s ~"e' ~-J"~ -to h.f! ~JtJP- ) <;d'{jCf',,\-+ .{Or ..{:-."t;"'J pk"\cp,..,..p,,+: A I.so ~;".{c,.~J' vis......1 /^5P fP'~~ ;0", "o? r pf..-x:,.,.. -h:>r -k>ol ;" c, 5 I ",..IiJ{. ~ f,.,Jt:I re ; 1'\ .Spe C ' DbS~~v.fJ~ pl(,.,(r~,,-t' of', (o,.,('~ ..'r.";0 .f'oQ-J. ;",~!:> w, cI /-Ps-J.~d-{o..- 51"","",p ,: p\ir I r.--.CJ -I~""p I ~~ (;,(..f..5-1- "on~ s~-I 0+ 4 cy/,,,df"r S, .(;.,,.. ( t""',..,.. cy(?.s~'cY?~) -/-P 51,,, ~, ~ f's d:,)f) Co", t.~ r~../ t' (;/r:-' ,.~ f-..,n 1-0 "., Spa. e:;. . . , ;, Li~t tc:sts p~rt"ormed:'.. fI",.,.J (;.,.y~pr protx?S I Co"s-f \1 ,'s v~ I r/, sp'c+; l:Vf of r~if?b6v'"' 1..1 cy ,. '" d:"r.s J <1"" ~ p , f<<=,~ (:) l ~ d ~ , , · ' Ar~ there amy discrepa~cies .nO[~d fr~m this d~y's 'o.b~~rvations7 ". y~ ~ · Ar~ thdr~ any outstanding 'dlscrepancl~ on ,thiS proJect? Yes U · It' y~s. see 'attached Summary Sheet. N~~ No~ 'J\~ l~~ bt:st. uf our knowledge. wo~k ~n~pect~ was done in accordance with ,tbe approve,d plans. $pecificatio~ and ~pplic.:ahl~ wvrk~an~SiP p )Vi~iO S O,t' the UBC~ except as' noted above. ' ~ /l~/ . Sign~d; t;,-p/ /(.~~ ,D~te: b- 22-0& . Print Full Narnt=: ~dd H,.,,;/l ke 1.0. Number: ' 2P79 (Whilt' l'Op)' l(J Braun /nlerrec file. Yellow copy to General C..ohlraclor.) frm\lip"~ln'P,4 1/2~/'I5 --- .. ....;W>\~...... .uLY CROSS LUTHERAN CHURCH FAX NO. : 6j,2 445 6997 DAILY OBSERVATION REPOAT Project #: Location: tlzj Y &D os l.t..~... ~""CJ..... . 1 . , . ~, " Personnel Classification . G,'[j ~'r41P\ ~~,\,tt/ Report #: Date: t,{I'f ~ Jul. 05 2000 10:14AM P8 Regular Hours . RAU HIM INTERTEC Overtime. Hours Are88 and work performed this day: ~'~\J"fJ ~ s;4'er, f...~ ~q ~Qt~~., O'bSfAcJ.I'J bd~ ~\ , V' <J ~ n-\t.. l,t,) .PI 3/y (, se>r.:1h \J,J ",b ....) W~ w -p. g h.., ~o; f s r...J t"..II M ,r. ; .,..1 u ~ 1. ItA....., d I. r~fi ,-;L,~ +- b..c! .,."., J ;.... - ta .,.:J-... 54 . #- 6- J ,..:-h-Hc" /"0# '{.,,'^) ~ ~ 1f'4'I-I · D#d ~ f'LU1II ~+,J 1M. 'SIV ~....vt w~ d*f) l.cJ4t \.I ~ lI'w ~ ,-..f.. r.... J q. ~.. .:bv '-J '.l t I r( CtIt....{.(. tIS t-n,J I r- ~"J _tJJ ~~ ~~. , Weather: -5 ...~....1 . g1\ ~ f' U' Submitted To: ~~ ( , · 0 ( DOR-01 Performed By: GJ& F: DAILY 1 .''If/IJ ,." 07/06/2000 10:13 61256135400 STRUCTDESIGNASSOC PAGE 01 }'AX I Date July 6. 2000 I Numbe.1' of pages includi"8 COVin' she.et: 4 TO: Da1Win Crueger FROM: Rfl.th D. Christensen Structural Design Associates, Inc. 6860 Shingle Crl!l!k Parkway Sui~ 201 Minneapolis. Minnllsota 55430 Phone: FfIX: 952-445-6997 Pholle: Fax: (6/2) 560-5300 (61]) 560-5400 Projed I Job No. Holy Cross Lutheran Church 99152 REMARKS: o Urgent [8J For your review o Reply ASAP o Will follow in mail Darwin, As we discussed on the phone, you may use 6" concrete block undC.AUeath the stud walls shown in details 4/81 and S/S 1, rather than 4u concrete block. I understand that you plan to shift the air space and brick sill in order to provide full bearing for the 6" block. This will cause the brick sill to overhang the 12" concrete block below by I". This will not cause any problems structurally. Regarding the placement of anchor bolts for shear waIls #1 and #2, you may set the anchor bolts with the bond beam. When placing the precast plank" notch the plank at anchor bolt locations and grout solid once placement is completed. I have included a copy of Table 23-n-B-I, Nailing Schedule, from the 1997 UBC which is referenced in our structural wood notes on sheet 8...10. This should answer your general nailing questions. I have also included nailing information for microlIams from our Trus Joist MacMillan product manual, and the name and number of our technical representative if you have any further questions. If you have any questions please call. Thank you. Copy to Fax Copy to Fax City of Prior Lake - Attn: Jay 952-4474245 ~-4-LC~ Ruth D. Christensen I." t ;! ~I;~; . :,p r'l;/'! I' :,~, ~ ~ :~i' ; ~ :(!: ~ ~:'I'a ';ll~ :\ ~:i' l: _ ,iii;! ~ I .: ~ "~ ; , !i:;; . · , r'l; ., ;.1"; 1,;-:'; ~~!> ' ~~:, . ]ir ~~~:i, : 'I..' ':: , j" ~ ,:i~, : , ',j' t!::' f~ ::', ' '~.\ '. '.'~' .1: ' . "~ . :,)-,: Ii'.: ~:1i(: ~.. ,. : . ;':. ! j;J." , Jij:j, ~. STRUCTDESIGNASSOC s-,. to-::.,-\C \ \, \kAi..., WOOD I'\C\'E,$ I ";on' J r:- ~~ 23"II.B'~-NAILING s~ """'--. .....--...:..-.. - CONN~eTlON 1. Joist to sill or Birder. toenail 2. Bridging to joist, toenail each end 3. 1" x 6" (~tntn x 152 mm) subtloor or I~s.~ to eacb joisl, face niln 4. Wider than J" x 6" (25 mm )( 152 mm) 5ubOour 10 each joiSl, face: nail S. 2" (5l mm) subnoor to joist or aitcJer, blind and f3C~ nail 6. Sole phUe to ~(lisl or blockina. typical race nail S~I~ plate' to Joilt or blocking, al brucecl wall p.nel!) 1. Top plale to IIUd, ClncJ "ukil 8. Stud t~'1 sole plate 9. Ooubl~ lItuds, face noil 10. Doubled top plate5, typical ruCt n~i1 DOl,lble IUP plale'!, lap llplice 11. Blocking between jolSI$ or nflers lo lop phllc, lc;Jcnail 12. Rim joist 10 top plnte, toenail 13. Top plalC$. laps and inlersec:tion!l, face nail 14. Continuous haacJer, two pieces l~. Ceiling joisls 10 plllle. toenail 16, Cuntinuous header to stud, I<<XDail 17. Ceiling joists, I.ps Qver panilions, race Dllil 18. Ceilinajoisls 10 p.rullel rafters. r.ce Qail 19. Rafter to plate. loenail 20. 1" (25 mn,) brace lO ellch $lud and plale. face nail 21. I" x a" (25 mm x 203 mm) sheathing or Its!; 10 each bearing, f~Ct nAU 22. Wider th.m 1" x 6" (2,5 mm )( 203 mm) ,llcalhins to each hCl\ri"" face nail 23. Buill-up COtner sluds 24. Buill-Up girder itnd bcum!J 25, 2" (51 mm) plank., 26. Wood stNclural panels end partic:lcbo:lrcl:2 Subnuot and wallllheluhlna (lo framing): I/'l' (12.7 mm) ilnd 'ess 1Y/J1."..J/4" ('15 mm-19 mm) 1/8....1" (22 mm-2S mm) 11/S" _11/..* (29 mm-32 rom) Combination subfloo....undcrlnymenl (to rrtnnina): 314" (19 mm) and JC$$ '/g"...!" (22 Irun-~ mm) 11/'l' -11/4" (29 rnm-32 mm) 27. Pan~l sidins (10 t'ramine):t: 1/2" (12.7 mm) or les.'i 51.," (16 mm) 28. Fiberboard Sheathing: 7 1/2" (12.7 l'l'un) En /E16/2E1E1E1 lE1:13 61256E154E1E1 'S2'L . ........., ',' TABLE 23--11-8-1 I'i ('.' ~i F: 25/32" (20 mm) PAGE E12 1 907 UNIFORM BUILDING CO~ ~A1UMG1 3--8<1 2.8d 2-8d J-8d 2-16d I6rJ a116" (406 rnm}o.e. 3-16d per 16" (406 tnm) 2-1 fld 4.tk1.toenail or 2.1Gd, end hail 16d III 24" (610 mm) o.c. 16d .It 16"' (406 mm) o.c. 8-16d 3-8d 8d Il6" (152 mm) D.C. 2-1 (Jd 16d at J6" (t06 mm) o,c. .Iuna each edec ).8d 4.sd 3-J6<1 3-l6<<1 3.&1 2-8d 2-8d 3..sd I (t() :11 24" ((, J(I mltl) (i.e. 20d ,It 32" (HI) mm) l'.~. l'llop Rnd bnllom ancJ !'IllIt;ccn:d 2-2Ud ilt und~ UOd :IL cilch KpliO: 2-16c.1 i1t clIch bc~lrin.!. GdJ 8d4 or 6dS 8d3 JOd4 or 8d' 6d5 adS lOd4 or 8d' 6d' 8dO No. 1) ga.1 6ct' No. J6p.9 N\,. 11 IL 8 8d4 No. 16 p.9 29. Intc.('ior paneling 1/4" (6.4 mm) 4d'O 1/8" (9.$ mm) 6dll I CoatJnon or box nails may bit used excepl whete olherwl!JC Slaled. ' 2Nalls I"aced at 6 itldlu (152 mm) on center at edge$, 12 jncl1t~. (305 mm) at inlermediale supports e,cc:epl 6 inches (152 ml1l) at alllupPOtts where !lpGlIJ J~ 48 in(hl!ls (1219 mm) or more. For nailina of ~<<?od Slructural puncl 3"d ponicleboard diaphrngrns and sbe..r walls. I'tte.r 10 Sections 2315.3.3 end 2315.4. Nails for wall ~h~lbiog may be ~rnrnon) bo~ or clslns- . 3Common or ddormcd shank. 4Common. sOc{ormed lIhanle. 6c:omlsion-resistant sid1..& or Q$lnl nlils confo(mjog 10 lhe requirements of Section 2304.3. 'Fasteners spa~ 3 inches (76 mm) on ce.nler at exlerior edges and 6 inches OS2 mm) on center II intermediale supporL~. 8conO$ion..~i$lanl roonnl naU. with '/1cs-inClh-cUameter (11 mm) h.ad and l1h-il\di (38 mm) lenglh for 1/1-jnc:h (12.7 mm) ~hcathiJ'le and) J/4-inch (44 Milt) lenglh tor /3rinch (20 mm) shqthil)~ conrormina to lhe ttquJrernen13 ot Sectiol'l 2304.3. IlCorrosiQn-resislanl $tapl.s with nomina"'ih6-in~h (11 mm} crown and t 1/8~inc:h (29 mm) Icnath for ll2-inch (12.7 mm) shetkthjng and] lIz-inch (38 mrn) length Cor 15/32-idc:h (20 mm) 5hoalhina conforming to lhe rcqulreme"ts or Section 2304.3. l()Panel supports al us Inches (406 mm) [20 inches (50s mm) if slren,tlt axis in the long direction of lb. ptlftcl, unless olhcl'\Vist marked). Casin. or finish nails spaced 6 inchel (152 mm) on panel eclles, 12 inchc.'i (30' mm) RI inlt!tn'l~lalC suppon.'~. 11 Panel support, Ilt 24 inches (610 mm). Casing or fhlillh nails spaced 6 inchQ (152 mm) on panel edges, 12 inches (305 mOl) al inlermediate suppon.s. 2-282 ,-. ......~~...'---~.....__.,. 100...,__ , _ ,oJ! '-'-""-..---...~~ BEARING AT WALL BEARING FOR DOOR OR WINDOW HEADER f':I;~~:--~~;,r"~i~&J'~ ~5L :, (~~. ....,"i ,'; ~!..\1';': ,: ;:~ Cn.lr,,' ~~I" C.'t>.~~.:.....~ ~,.....,. !~!'.~~i"":Ji 4! :t.~r'c:--t ~:t"'''I~', p~r' (,;I.,(Jt: if, cor :~ I~:'~ I':: n:::, ~;tJ...~t.i"uauc; r'Ve". ~l~~\iJ,.,:!." R , i~"'/ .... ; " ,:;.. ':. ' ~~"'> ... ~'~;l ": C0 " r~il'!1rn~r'b. 5~e l?e:lo...... ~or minir:'ll,Jf:1 Q.:-:.aril'lg I(mat-h. BEARING AT CONCRETE WA\LL BEARING AT WOOD OR STEEL COLUMN , /.L 5tt,,1 r.,,: ~". '" wit!'! co:urr.,o: c"p e f"~Jr'O::;)I"l":'" r'SL or '; iIM~~"5tr'JlP'\ti"" LSl. ~ t:!~IUr!l'" wit'" co;uml1 ~ C:lF' PI'OI.c.t wood ("OWl tlj,.d r:Qnf<lc:t ..,ith cone,..'. BEARING LENGTH REQUIREMENTS lEACT10N BEAM WIDTH , (Ibs.) 10/.." ]~" SV." z,ooo a'." p/z" 11/2 . ,'.,. ,4,000 31f. . t 0/.. " Ph" , ,',000 AI 0/. . ZY2. 10/." , 8,000 6'1.." 3'1." 21/." , ' 1~,0G0 70/. . q. 20/. . 12,000 lJ 'I. " 40/. . 3'/... 14,000 t Oo/A " 51j~. 30/. ~ , ,'6.000 12Y.." 6Y.. q1/.. :",1 '000 1331'.. r 431. " ....:.. . 20.000 151/." H'..- 5'1.. 22,000 81,/2 . 50/. · 24,000 9iJ. . 6'1." 26,000 10" 6;)/." 216000 I 00/" . 7V." , 30,000 11'/2. 70/..- PAGE 63 e See MiCl'OUIJ,"e LVL. FRAMING ~~ CONNECTORS 011"'" ,. ~ ,.. ~', CONNECTION OF MULTIPLE PIE OF TOP-LOADED BEAMS · Minimum of 1 ,~ T6d (l1Jr.) nam.t IZ. o.c;. · Minimum 00 rowt I&d (3"".) ".jlu~ 12. 0,1:. lor 1"",16. tnd II. beamt · Multiple pi\"ct'J of MiCl'OlIa".,~ LVL (In b~ n,ilcd or boltt't4 tOl!:t'th.r lo form" he:.\d", a' bc!o..m of the 'l'Quir~d ,i,e. up to , m'llin\ul'l'l ,,,,idth of 7 in(h.. e Fo.. ,{tI.-/~,J.J multiple m.",tr", beams, I.. par. 17 NAilS INSTALLED ON THE NARROW FACE CLOSESTOH~ :"S~~~I~G.!~~ 3" NAIL SIZE Id (Z'At-) COMMON ,. '" .c. lOd (3") or 12d (3y~ie)'COMMON 1'<<1 (3Y,-) COMMON ,,' ... 8" · If mo,~ th~n on~ row of n.lih i. u,ed the: roWl mu(l be off,et .t lu,t \t' .. end Itolucm~d. ) · For c=on"ection dcuign ".'uc:, use specifje a'Otvity Df O.SO (DouC'.J (j..IIICh~ GENERAL NOTES · Buring '~nsth Jhourd n<<\lt' be: leu th.n 1 ~7. c\t end.. JYl" It incermediah: luppo(l,. · Be~(ing .crol' the full width of thcz bum i. r~quirc:d. · B.olIring length, 3(e b.hecf on Microllam-'> I,.VL'J bearing Jtresl of 750 psi, DO NOT o"8n.ang .flat c:ut.r 0" MicrolllJ"'* LVL bca".. lI.yond irasidc {"r:e of IUpporl ,".",b., III . .".",' O~Jlcu1;tIM;f/~1 CHANGING THE WAY You BUILD 07/06/2000 10:13 6125605400 Since the '~60s, builders and sp~cifiers have re';~d on quality products ftom Trus Joist MacMillan, Cutting-edge research and development hJve r~sulted in a product line that givel you the superior support you need in .) sttucture. whi'e our skilled s..les and tec;hnic.al staff provides the addi- tional support you need to get the best perf'orm(lnce from those producb, Consistent, top qu~lity Trus Joist M&lcMilIcm building products LIse more and ",.-ute lell of ptecious timber resourceS, resulting in buildings lhOlt are strLlcturillly - and environmef1tally - ,ound. Homes built on the excep- ~~~l&~~I.\..~l&~~~~li&.~Q.~~Ql ~ ~ Product Warranty ..., ~ Tills joist MacMillan worrantJ that its pfodudJ - ~ '4';11 Oil f,.. f,o", n1C1f1ufd,cttm'tlg 61'0'1 0' I =3 d.feets in 1V0,hnal1Ship and n1at.,ia[. ' . ~ 3 In addition, provided the p,oduct is co,,.clly installed ~ aftcJ used, lhe cOl71pal1Y UlQfYQnts the adcqua~y of its d.sig" for ~ the nO".,1C11 <",d 6xpect.d liF. of the building. ~ ~ T,L ~ ~ 'fiJ -a'ra",ty is boc/.uul by th~ full resources of :F- :3 rrus Joist MacMillan C1l1d "r ut1cJerw,c'ttert ~ 3 product liability insunlI/ce. ~ ~ ""'l ,,__?r-'-+U__4~- ~ :::-. ~ .. -''''''Vrmtlf I-~' '" ....".. ~ ~ 200 E. M",j",cI Dri"., 80;'.. I&J,ho 1)706 S:: ~ 1..00-62'.3"7 ~ ~ __~~O', ~ ~ Tu~";';; ~e::::z C,~o. ~ ~~~~1?)1?)7If)-~1)~~~~"1l)1?)~1?)l)~~1)"')1?)""'~~~~1?)1?f)~'I(t()'I!f~ STRUCTDESIGNASSOC PAGE 04 til:;:lnal strength ~nd consistency of Microll~m~ LVl, Parallam(\J} PSl, TimberStrand"> l5l, and Sil~nt Floo,fl> joisb ate homes where (Ioors don't squeak, walls don't crack, and the entire structure is designed to wofk tc)get:her for unparalleled perform;snce. , ~) Put ..II of thcJe producb tolether with Trus Joist MacMillan Jales and engjneering services, &lnd you have the fr..meWorksr() Building System, ch;anging the \lIay you build... '.: . /"-\ .~, .: , t:lc?~l-/fM~ I it'M J: (IF I'll r r: 1l,,^,v\l:WOI~K.~OO I\t" 1.111 N(j SYSTJ:M 1-800-628-3997 www.tjm.com zoo E. Ma"~r'd Drive (83706) P.O. 80)( 60 . Boise, 10 83707 . (208) 364-1200 t:l qiiwl-1jA/Re~. . 11"'18 .'I,.II'~I' 3111 SDuth PI~o\"nl O,i~1! Holrl'lIl1l. Wis(onSin SH3& Phone 608.779,9159 Fox 608.779.9476 'Ol)tl aRS.490.3711 Mike Kerska h(hllitlll hprtunlDliY8 Eosllrn U.S. (omm.reiol RllIioll ~.......~ ,. ~~ . ). ~ f=,."nC'WD,k>>". Mit:"-,II.t'n'~. P",,,II.,,,,', Silt..", Fluo"'. T i,nh\"~lt.lOlJ'. TJ'- o1nJ Tru, loilt MoIr:MiII.n" o1re "~&ilrC"ecf t,,ad...m,,rl,, .nd TJ-SC'l'm" ill' trltdC'",..~ o( T,v, Jo;,t M.cAo1i1l.n I Ijtftit~ p.Jft"t'l'Jhip, 8DiM-, II), NW06S)e/SOM C"P1'iahf, II'.) I". by T"\I' 'oilt M.cMIIl,n ' Print~d In the USA (!) on ~'ed p,per , Aeord., 2060 I ~17 PRIOR LAKE STATE BA~K November 14, 2000 EXTENSION OF IRREVOCABLE LETTE:R OF CREDIT NO. 1292 City of Prior Lake ~6200 Eagle Creek Avenue Prior Lake, MN 55372 Dear Sir or Madam: EXPIRATION DATE: November 1, 2001 Prior Lake State Bank he~eby establishes ~n Irrevocable Letter of Credit Extension in the amount of Six Thousand Six Hundred Five and 00/100 ($6,605.00) U.S. Dollars in your favor for the period beginning June 1, 2000 and expiring November 1, 2001, for the account of Holy Cross Lutheran Church. This credit shall be available against your draft at sight on us accompanied by the original Letter of Credit. This Letter of Credit sets forth in full terms of our undertaking. Such undertaking shall not in any way be modified, amended or amplified by reference to any document, instrument or agreement referred to herein or in which the Letter of Credit is referred to or to which this Letter of Credit relates. Any such reference shall not be amended to incorporate herein by reference any document, instrument or agreement. Your draft so drawn must bear this clause: "Drawn under Prior Lake State Bank, Prior Lake, Minnesota, Irrevocable Letter of Credit Extension dated November 14, 2000. We hereby agree with the drawers, endorsers and bona fide holders of alII, drafts drawn on and in compliance with the terms of this credit 'that such drafts will be duly honored upon presentation to the drawee. This Letter of Credit is subject to the Uniform Customs and Practices for Documentory Credit (1993 Revision) International Chamber of Commerce Publication No. 500. ~mes tfice Two Locations: P.O. Box 369,16677 Duluth Avenue SE, Prior Lake, MN 55372-0369 (952) 447-2101 FAX (952) 447-3337 14033 Commerce Ave NE, Prior Lake, MN 55372 www.priorlake.com ~ ~R'Q~~AKESTATEBA~K ~~..,..,.~~ t~ ot~ e.x~ 11-1-2001 &f,;'..: I~'I" Q) C) 'I<==> -.S Q.c:. '"'- J! ~ ~ A t)::J.. IRREVOCABLE LETTER OF ~~.O. 1292 ,f--p June I, 2000 City of Prior Lake 16200 Eagle Creek Avenue Prior Lake, Minnesota 55372 Dear Sir or Madam: EXPIRATION DATE: June I, 2001 Prior Lake State Bank hereby establishes an Irrevocable Letter of Credit in the amount of Six Thousand Six Hundred Five and 00/100 ($6,605.00) U.S. Dollars in your favor for the period beginning June I, 2000, and expiring JULe I, 2001, for the account of Holy Cross Lutheran Church. This credit shall be available against your draft at sight on us accompanied by the original Letter of Credit. This Letter of Credit sets forth in full terms of our undertaking. Such undertaking shall not in any way be modified, amended or amplified by reference to any document, instrument or agreement referred to herein or in which the Letter of Credit is referred to or to which this Letter of Credit relates. Any such reference shall not be amended to incorporate herein by reference any document, instrument or agreement. Your draft so drawn must bear this clause: "Drawn under Prior Lake State Bank, Prior Lake, Minnesota, Irrevocable Letter of Credit dated June 1, 2000. We hereby agree with the drawers, endorsers and bona fide holders of all drafts drawn on and in compliance with the terms of this credit~ that such drafts will be duly honored upon presentation to the drawee. This Letter of Credit is subj ect to the Uniform Customs and Practices for Documentary Credit (1993 Revision) International Chamber of Commerce Publication No. 500. Sinca-rejLYt ~ / / / .' I .'~ ..-! ,/.,,-- (~G 1'/ ~,d) J~es J. ~wl n~ek r ,. pice President Two Locations: P.O. Box 369,16677 Duluth Avenue SE, Prior Lake, MN 5537:~-0369 (612) 447-2101 FAX (612) 447-3337 14033 Commerce Ave NE, Prior Lake, MN 55372 __J"- \--"" DA TE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 1//13/&0 lL95;o ADDRESS i LIe; ~6 ~~ Kfl LAkfl ~L- OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING 0 PLUMBING RI 0 EX/GRAD/FILLING o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL o FINAL 0 PLUMBING FINAL 0 GASLINE AIR TST o SITE INSPECTION 0 MECH FINAL 0 COMMENTS: !~~ ~~tlt , I) YU..\~ LOe.. ~~A,l~ ~ ?-j V~/'~~~~~~~ 1;) ~A1A1'~ M ' -\..4M> JJ;;;::;~ ~ .r {j r'L'iLL V) ') ~~~ :fv....~ 'I ~~ Yv\.6~il€ o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING ~ ... Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! J'NSNOTl \ J~ LUTHERAN CHURCH FAX NO. : 61.2 445 6997 Oct. 09 2000 08:35AM P1 PAs"'," Fax Note 7671 -0310 1:"8~s~ V 1 ~~\~.HtA..;,u. -- From/2JA.I4.,.,. Co./Capt, Co. !/" ~ ':.:., .,' \ ' ~. ~OM II F.... u?\,. 1111 ' ~M.- ,~~..~ 10 ~ H14~ ltJ'\ Cy"JtJ~ \-O~ !fI"'. ----.. p,a. : ft.AtJ ~*,lDf-JS ; A-T ~\' ~ '~y ~ \..U'nl~ ~~~ ~~ I ~ ~wj~dJ- ~e \W\f\iC~J:itM6 . ~-t 1It~ ..o~"", ~ ~ Y'~~or\~ .b -t11c ~ ~V\ wt~. ~~il4lJ ~ ~~ ee,i\il11 aMf5~ ~-11-r ~ -~ ~w~ .lI( ~ "I~ ~.vtal,..., -hl" '.-f~e ~ i? ~--,J,qc. With ~~~i~ ~~M~/ provi~~, \. I~ ~'I ~f"M*"" ~..d 46 ~ ~ ~ AIW'4\~ ill'l~~<( \ ht t,LoPN" . . ~. ,~~,.' ~",'-.,J~w ~.~ ~'(. .':,..".,.:~~, . 4\+, ~ _ -lJf t1Y' tb, ~'A,ldi\U '\ ~-t ~ ('f u..'j~ -& Y'fovik ,,~~~. ~. f<e,J;", ~ ~~~ "'1I~ l,vACJt~ ~ f~jVe.4 ~ ~",JawJ ewri~-.!'IW' ~ ' ~ u.JG\.M ~~- ~ t11U P(~ ~ 1>>'\11t1..vhW\ ~~ ~ ~.~ ~~" ,~ ..,.J. 1tMDkt- ..,t~~ ,,\ IlfD.. ,1b 'r~IM1S ~ i't\t ~~ ~-n~ ~k aJlt. ~-.Jjk 9N Vlt- ~~ '2t.Q!.,~.. 'Sh., 1-1 kt tJJfP 1~ ~'" ,~ LUTHERAN CHURCH FAX NO. : 61,2 445 6997 Oct. 09 2000 08:35AM P2 ~,: ''1- , r--,' ' '" - ~" ,.~~t.v .. ..,..". _. ...._.. ,._.....___.__.. .0. ._.. IS ~t. t.. ,_ _,__ _H~ : rbY,,"-,ffl~ ~ ~ +~ ~- - ~ ~ j\l\~..~~~'1-..e~ t~~ - ~ J..I1+.o"". \~ l.I\AA f~i"t' ~~-- ~MA,,~ o\4N;p,~~'V. - 'fJ .WJt. 't'Vi' wt '" OJM. ~+ ( tll'2. - "741.- /hi!! ) · . ~'(fi , ' , I., " , ; ';'}' " l' . ;':',{ f ',' \' ;, ,', !:,. \ ;;:, . 1'. i ,: , , , " :'i' . ; " . i' , i " I' JS LUTHERAN CHURCH FAX NO. : 612 445 6997 14~, ../~.' Oct. 09 2000 08:26AM Pi --IL ~.rt-;Ro ci~ rt ~ ,. , ,. ~.ki-- ~... f~ CCk:c1 \ h: /~ fi-p ~ 'dh //I~ ~. ~~ W~ I ~~p (f I , : i ,'. I. i',,' : " ,,' .; ~i . ~~tL-~ ~'~ ~'~ -~~--~ rr~ Arc ~ ~"/kL, <oJ ,; /) ;, ::: 'LX' ,... . 11". A . ;\~. ~~...,.' : .' !,(t 7 r ,,;.:.,: J,,, ~, I: : .' ,: : ,I " I,: ~: : ~ - ! :1} ; 1/,1."1 p~:!. HL ,I'" -- "/,-- __ A /~ ~. I ~,R. ~ ~~ ---' ': oi . J-ag ~ At /;" 1t4, RUI~ ", " H-r~ r.JJ2-4S7TltN!;O'" : ~ q~;+- 'Itf7- '-fZ~ H ~~ ~- E~~1~-~~. \,' . \, ' ~. ~ ::;; H ~ ~ o ./ 3;if DffJ ( I +-- ~-. I II ~ I LI...-E'I o .' I ~ lIT - 'r;(~/ '- I~" I /. <7 ~ :,. B~Lr5 ~r/ ,,;/r ~ /I~ J-H'"Q / /J'~ ~~ ~'l V 'J I o 0 -, . ,'.. ~ 1\ ! .~ ~ ~ P! ? } ~ '; j ; '"I I Hl o ~ f: ; H; I . ~, :- ~: .. .:: J !! !. ~, ~ ~ ~ f ,~ l';: ; ::n ~ :: : !;'~ } -- J ,; . ;: i j; ! I; / , ~ ; ~ ~ i ~, ~ r I ~ :: .~: ; , ~ I ~ ~ ~ ~ ;. Ie.- 4".j . f'!- ~ i ! ~ ;:'i . 'i' ~ '\ I ; [ i r / ,i,~b1~ ~ iii' (LfJ/7/tJO ' ... f 1,': "/ / ; ~ ~ ',\ J ;", ~ ~ " ,< :1:44 6125605400 }'AX TO: Darwin Crueger Phone; Fax: 952-445-6997 1 Project Job No. Holy Cross Lutheran Church 99152 REMARKS: o Urgent ~ For' your review STRUCTDESI GNASSOC PAGE 01 J Date October 9. 2000 I Number qfpages tncludin~ cover sheet: 2 FROM: Ruth D. Christensen Structural Design Associates. Inc. 6860 Shingle Creek Parkway Suite 201 Minneapolis, Minnesota 55430 Phone: Fax : (612) 560-5300 (612) 560-54QO D Reply ASAP o Will follow in mail Darwin, As we discussed on the phone, the tower floor is not structural so you may eliminate it. I designed the tower as an open structure without a floor. The floor was added later by the architect when he discovered that cross bracing was required at the top of the tower; he did not want the bracing to be visible from below. Therefore, removillg the floor will not hurt the tower structurally. I have included a sketch of the tower cross bracing detail you faxed me. If I understand the detail correctly,. it checks out stnlcturally. Let me know if what I have sketched matches what you detailed. If you have anymore questions, please call. Thank you. PS I apologize that it took me so long to fax this to you. Copy to Fax Copy to Fax City of Prior Lake - ATTN: Bob 952-447-4245 -,~ Ck~ Ruth D. Christensen :1:44 6125605400 STRUCTDESI GNASSOC PAGE 02 Phone No: 612-560-5~OO STRUCTURAL DESIGN ASSOCIATES, INC. 6860 Shingle Creek Parkway, Suite 201 Minneapolis, MN 55430 I Fax No: 612-560r5400 .' M"~",, . M . .. " . . .. ~. " ' ...; ," . .~. .' . ." '. . . ,"M ....... ~ \.. . . ' i ... .,.. '...... \' ".,... ....",' M.......'.. , . ".. '. ,,,.\... 10 .\.' . , : .\ ....... . .' .. ,"', . , '5~~, ,~:" " 1/"4,'; H t~. , -n-\tCt<.H ESS ;) II 1'L.f '1' STL~ ~oc o '0 .. N ",.. N',' M , , ' / T ,.~, .~; , ~, ..., ~'I/~~ r: 4,0 . ~~. ~ o / , ~'--~ / , / ~:, I' " ,/" '/' '/ ' .. :, ,~~ ~,',", ~ r.. . '~.' " , , ' '..,.... , ...... ,'.. ~"'."., .. . ~ ' ~:, .~.....,.."""'"..':.."'.,..,.. , ' ':~ ,..,j/ : : o0o.(t"',:,J" :, 5/.J,~,~c1 '..~G : 60 L. TS I -rn=: - ~ . ' , , .. "...... ...... . ..... \',' , / ". , " . . N' ',' ; , . . " , ... \ . ...... .... ._..... :..1 ,/ ,/ , y" ./ /' 'i I' / : ~ ,/ " " ,', '..:. , , ..,'. . ..~. '.", ..... ~" , " .. ....... .1.". ..... ..,,'.... . .. .,--,1,,' CLIENT: BY: R.c... JOB t: 94 I 5 2- SHT #: DATE: PROJECT: \--\OL. "{ c.R.OS'S A.~ b. , CROSS LUTHERAN CHURCH FAX NO . · . . 6"L2 445 6997 Jul. 14 2000 09:05AM P1 (Ax: 0-2CJO ~ /0: --J~ '152 - -Ill 7 .. ..; :J.,~S- f,'WI '. " j)<<~ vJ'''M f<ru ~,.",. ~~~~IS +.,. c'~r'~ t ~J1 C..... L...~. U~c,h fr,rr klce, ~ w. Pt.r.. . .. ~. eA. . ,,.., ..., .'"7' - 41. " ~..tlVG-(;I'7 ~ak' ,n.n...1& W8IIaC8, AlA Da..dO 3.A... 'Moo ,.... u.-. ..... . tt.....iaJ __ ~ "" - \.Ae.. ..,...... \ .1 .1. " t... ..... ....... , ...... . ...., " ...."... 4n "......-.... .........~ ........ M.-r . "12)'JD006~ ___ t61'J)DH'" .. lD Mo~ MU;ftOUtaK. (.,~S 5eLD~ ~p .F~""t~ IcAr& -rD TOP 0' T~ WrNlO/MI!a ~ to . , . oj ..... ."..... ,..,.. I ...'. ...l. ....... ... .. ....{!), . "'a\.~~,~~. ~ . ....... ......1, '..' lEU..QP,..4 ~( )....U~ri .... .~ .. .'L..~..~.l.'L.; .. .... . .....~. -~ F""PJ . ~. .~ , .",.., ....,.. .-.....-.... - . . ... ... ... L ....!~. .0 i - . - .... ; . . ',. ,'f:,::-(,:: :,'>:~::-, .#...,....:..c..~~:"..u..',~. ..... . ... . _I CROSS LUTHERAN CHURCH FAX NO. : 61~~ 445 6997 Jul. 14 2000 09:07AM P1 (AX: ~ It> : f,'tM '. .JM-f Q/~ 1 (:It;Y L,-~~ ,/S2. -- -/q 7 .. ":J.,~S- ; j)<<r "JiM t(ru ~1 e+- ~.,~ea ~,. C-hr,': t ftoJ1 c,.... L...~. ClW'c,~ 1>rl.n- kJce,~N. . CROSS LUTHERAN CHURCH FAX NO. . t"C18'.it-FI!U: No. 7fS7! 0..1111/_ I:';'. I 'I'D ~/N ~t2I1" ,"". ~(e.. c:~ Ca. / -j j 612 445 6997 Jul. 14 2000 09:08AM P2 &5148S3S~3 p.2 ....... . . ~f ~""1/5-fAf7' tax. .Deaai8 wauace, AlA ..dO 3,^;.~~. . ,...1** ~~~.~... \. ..., JI" ~...... .............. ........ 'Il_ '.12)'~ ~_t1J3n-4'" ., (1) MotIEE r-tlc;"O r..A~. '", N'EL. S IELDwJnp .FUt""l~ AIti~ -rea ~ Of- ,.~ Wr....o~!t ~ ...... .... .. .... I J. '. ,.. .'......: r.., . ..... ..." ..,~' .:.:.' ,I .. t' ." ...... I ,', .." , ~~~~~~~~.:;:::,j:~,:" .., '" .d0 13: 53 6125605400 STRUCTDESIGNASSOC PAGE 01 ~lAtQ 0/ f1'AX I Date August 8, 2000 I Numb~r ofptl.g~s includin~ cover sheet: 2 TO: Darwin Crue!f(er FROM: Ruth D. Christensen Structural Design Associates, Inc. 6860 Shlngle Creek Parkway Suite 20} Minneapolis, Minnesota 55430 Phone: Fa.x: 952-445-6997 Phone: Fax: (612) 560~5300 (612) 560-5400 Project Job No. Holy Cross Lutheran Church 99152 REMARKS: D Urgent [81 For your review D Reply ASAP D Will follow in mail Darwin, Jack Hunter asked me to look at several possible structural changes for the church and this is what was determined: · Cross bracing is required at the top of the steeple.However~ you may substitute ~" diameter round bar in stead of the existing cross bracing. . Y au may substitute 2-3/8" ring shank fasteners in s:tead of 10d commons for the roof nailing. . Yau may use the alternate roof framing shown on the following page. The additional load it adds to the existing roof stnlcture results in a small overall percent increase that is acceptable, If you have any questions, please call. Copy to Fax Copy to Fax City of Prior Lake - ATl.N: Jay 952-447-4245 .r~~~~ Ruth D. Christensen ,d0 13:53 6125605400 STRUCTDESIGNASSOC ; DB 00 02:2Sp MaE@llan Associat@s 8514893933 PAGE 02 p..2 "() " ~ V 111 /1) ~';)\~f) i cJDh ;WJdI: J~lL ~Jty" ~: ~.~\v ~ ~o :. ((POp. '2. 1)~cA ? 11$f1 .., r 0t- t:)1~ J;- -;;< .( .:;) C) ..::> ~ ~ 1 ~ ~:\ \ ~--L " " {, ~ I' I. I ') ~ III II I J>1. \ J. I I ,\ I ) I I I ) .J ,N1i- l.~ l--; -L ~ , ~~l : I I r I I ' t>(l ., ~ 1,::-1 rll}- "f . I I ,) ~ - ~, ~ / ft. ~ ~- --=-.......-~ / I r I J' ;- 1,1 -i" .J- ,-+-0 L--.:, +. 1-.- '11 ..' m >"-- ~ ~ .~ , - <. , > z ~ FROM: HOLY CROSS LUTHERAN CHURCH FAX NO. 61~2 445 6997 ..., I ........"" I VI--.J..... '''''''''...'1,''" Aug. 16 2000 08:27AM P1 I'HI..I.... UJ. UUI~~ILUUU ~_.LU ~ ~":] . . 0,-". _ 0 "of~J$3 f.. N,* R7lS73 1.../ ~ a / l~ ~ ~~~.k. II Q5~-~~7- ~a.4~ ~~'.~ I~~ Phonel ~~ 4~S--'7 77 0-7-cto ~'AX I >>tUe A.u/(lJ.tt j J 1 2000 I Nr.unbv Qf ,,(:,~ ~~~!!:!8 c~v~>' sh-m: :2 TO. Darwin Crullfer FRO~i(: kurit D. Chtirrensen Srruch.,ral Design A.uOCi4te..s, 1",. 6~6C) Sni1lgl~ C,.uk ParkwQl Suit. 201 }'1in,'icapolis. ~.,(:1r.)le.fot.r2 5.5430 Ph""... #'lIJci PhOlI..; Fra.: (6;2) J60-53QO (612J 5.sCJ..5400 9';;/-44),,6997 I PfoJect 1 Job No. HQly CT()$S Luthe",'an Church 99152 REMARKS: o r;,p)!1. t8J For your reviel'1I D R~pl); A.SAP o JVill/ol!rJ'W 111 'mf.lil Darwin, SW -4. the shear '\valls lb.a.t attt~tijactnt to the steeple, were intended to extend from the bottom plate to the top plate of the walls.., Therefbre, the shearwalls tenninate at tIle truss bearing. The truss does llC'ed to be adequately tied to,tht shearwallst however, The plywood 8heathin~ ~houJd b~ nailed to the ttlus's top jna bottom chox'ds at 2" c,c.. and at panel ed.aes where possible. If you have f1ny.q.uestio~)!~,.l'lease eall, 'Thank you, Copy to Fax Copy to :fa.x ..-, -~ -*t..- r J.v:-.~~ Ruth D. Christensen ~ OB# /30090 CONTRACTO~" MATERIAL & TEST CBrrIFJCATE FOR ;.:A BOVEGROUND PIPING ,..- -.--'''--- _" _ _'L_' _ .;EOURE , completion of worl<., Inspection and ~"'...~ shall be made by the contractor's representative and wftn--.od by an owner's representative.. All d."'l"'...;... shall be corrected and 1m left In sefVice before contractots personnef fioafly leave the job. rtlficaf8 stWl be filled out and signed by both . "'... ,. "."entatives. Copies shall be prepared for approving authorities, owners and contractor. It is undef'Stood the owner's ,sentattYe'S signature in no way prejudices any daim against contractor for faulty material, poOf' worl<manship. Of' failure to comply with approving authority'3 requirements, :al ordinances. PERTY NAME HaL,'! eg.OS> PERrY ADDRESS /1085 LurH<(.llA/V CH~.R-c H P, 1Lt- LA-JLe 172/{~L ACCEPTED BY APPROVING AUTHORITIES (NAMES) /? L/TY" OF DATE f3- 2-/-0D PeJD(L LAc-~ ADDRESS PLANS /~ z,oc>> Iif"AGC-E Ge-liFet:'- ~I/li",. &-S177- INSTALlATION CONFORMS m ACCEPTED PLANS EQUIPMENT USED IS APPROVED IF NO, EXPLAIN DEVIATIONS / ~S DNO ES DNO l r/YES DNO / ~ES DNa ~ES DNO ~~ DNO DNO HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS m LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT IF NO, EXPLAIN ,STRUCTIONS HAVE COPIES OF THE FOllOWING BEEN LEFT ON THE PREMISES 1. SYSTEM COMPONENlS INSTRUCTIONS 2. CARE AND MAINTENANCE INSTRUCTIONS 3. NFPAl3A _OCATION OF SYSTEM SUPPUES BUILDINGS MAKE MODEL YEAR OF MANUfiA.CTURER ORJACE SIZE OUANTITY TEMPERATURE RATING ;PRINKLERS PIPE AND FITTINGS TYPE OF PIPF XL ~ I I I o y /1/ /f P (...,0 "<...J THee-H-pe-p .. G.(U:>OvS-P TYPE OF rll liNGS D, .,J..;. ALARM DEVICE MAXIMUM TIME m OPERATE THROUGH TEST CONNEGnON ALARM VALVE OR R...OW INOlCATOR TYPE MAKE MODEL MIN. SEe. MAKE DRY VAlVE MODEl SERIAL NO. MAKE 0.0.0. MODEL SERtAL NO. /Z. E (.../ A ~LIir TIME 10 TRIp. THROUGH TEST CONNECTION MIN. see. o WATER PRESSURE PSI AIIR TRIP POINT TIME WATER ALARM PRESSURE AIR PRESSURE REAOiED OPERAI t:u TEST OUTLET" PROPERLY PSI PSI MIN. SEe. YES NO 5~ /ct 50 X DRY PIPE OPERATING WITHOUT Q.O,O, 30 /(,)0 11:.':)1 WITH o.ao. IF NO. EXPlAIN (8-89) ~EASUAED FROM THE TIME INSPEC1'OR'S I t:O:)l CONNEcnoN IS OPENED. PRI~ I t:U IN THE USA FOR NATIONAl AAE SPRINKLER ASSOaJV1ON,INc.. P.O. sox 1000. PN . t:t1SON, NX. 12563 (OVER) tf oo~ lfo Atrc_.'hhu: 2603.2 2603.7.1 2603.6 Roof Panels. Approved plastic roof panels may be in- stalled in roofs of buildings not required to have a fire-resistive rating, subject to the following limitations: 1. Individual roof panels or units shall be separated from each other by distances of not less than 4 feet (1219 mm) measured in a horizontal plane. 2, Roof panels or units shall not be installed within that portion /J t.-- FJ of a roof located within a distance to property line or public way IGtf'a 1./1126 n1 &VI; VU/A/Y2- where openings in exterior walls are prohibited or required to be protected, whichever is most restrictive. A &Nt?U' _. ,. .~Roof panels of Class CC1 plastics shall be limited to a maxi- ,.f ~~ individual panel area of 150 square feet (13.9 m2), and the PI M [),ofl-l/IJ(C-c..6f2- fr640 A- r total maximum aggregate ~ea of all oaoels shall ~ceed 33t13 ~ percent of the floor area't~~ {tom or ~oac~I~Roof pan- /) A-./ ~(,.- P els of Class CC2 plastics s a e limited to a maximum individual f/fN IY'-I ~.. ~E:.. . . Yfl,rl!J1/t)." '. .. ... .. _ panel area of 100 square feet (9.3 m2), and the total maximum ag- A gregate area of all panels shall not exceed 25 percent of the floor P rtJJ t:v AN tJ 0~" ./1/640 area of the room or space sheltered. ~ A A EXCEPTION: Swimming pool shelters are exempt from the area ~c"tI IN' ,t:H-(-rpl1f~61A 4-r ~~~t~~:~~ff~~~tt~~~;~i~'i~r~~:~~:~~ ~~~I~~::Ot:~~ ~~c::~ . _8 IT $6' l?E.._ ' __~~_~_ t!. (3048 mm) to the property line or adjacent building. _..e4-~- ~or Prt-N tf;t;,s A-~&(/& /f!/ttN EAI f12,f-/Vc6- /0 S/Wrv~. tt&tN 3~t i,. IN 1/-/ -- 7o~~ cept that provided by the vertical thickness of the flame-barrier projec- tion, 2. When an approved automatic sprinkler system is provided throughout the building, the maximum percentage area of plastic pan- els in the exterior wall and the maximum square feet of any individual panel may be increased 50 percent above that set forth in Table 26-A, and the separation requirements, both vertical and horizontal, as set forth in Table 26-A may be reduced by 50 percent. _./~ ~ 48J O~ Tfft~ tV /(..,v IN f>~ ,Lif;4-, 2603.7 Skylights. 2603.7.1 General. Skylight assemblies may be glazed with ap- proved plastic materials in accordance with the following provi- sions: 1. The plastics shall be mounted at least 4 inches (102 mm) above the plane of the roof by a curb constructed consistent with the requirements for the type of construction classification. EXCEPTION: Curbs may be omitted on roofs of Group R, Divi- sion 3 Occupancies with a minimum slope of 3 units vertical in 12 units horizontal (25% slope) when self-flashing skylights are used, 2, Flat or corrugated plastic skylights shall slope at least 4 units vertical in 12 units horizontal (33.3% slope). Dome-shaped sky- lights shall rise above the mounting flange a minimum distance equal to 10 percent of the maximum span of the dome but not less than 5 inches (127 mm). EXCEPTION: Skylights that pass the Qass B Burning Brand Test specified in UBC Standard 15-2, 3. The edges of the plastic lights or domes shall be protected by metal or other noncombustible materials or shall be tested to show that equivalent fire protection is provided. EXCEPTION: The metal or noncombustible edge is not required where nonrated roof coverings are permitted. 4. Each skylight unit may have a maximum area within the curb of 100 square feet (9.3 m2) for ee2 material and 200 square feet (18.6 m2) for CC1 material. EXCEPTIONS: 1. The maximum area within the curb need not be limited if the building on which the skylights are located is not more than one story in height, the building has an exterior separation from other buildings of at least 30 feet (9144 mm), and the room or space sheltered by the roof is not classified in a Group I, Division 1.1, 1.2 or 3 Occupancy or as a required means of egress. 2. Except for Groups A, Divisions 1 and 2; I, Divisions 1.1, 1.2 and 2; and H, Divisions 1 and 2 Occupancies, the maximum area within the curb need not be limited where skylights are: 1-275 FROM: HOLY CROSS LUTHERAN CHURCH FAX NO. : 612 445 6997 Oct. 13 2000 02:32PM P1 10 .-'O~~ '<~U(1)qa;:tJCA C-11'-t. O~ QIl lOA ...t\)~ ((7l i LfL 1- (2.. t-fr -, '-::/10<<': Jm~'~"~:1/I ~\'1 ~~DSS ~olivA&t'^ [./l(}I\.C-/\, :: Cv'l \ '\)v-tt~~ ~/." e ~ r fA c;, ud ML '} II -P"-,,c ikL- i f\~ vJ L M v e. 0 f) k", \ \AJ (4, \ ? fY'-O k-r. -r 'f-\ r -L- J2.AiI ~ f 5 , FROM: HOLY CROSS LUTHERAN CHURCH .. U I _ ~, .. -I .. .. , _. .._ .. _ _. . . . _ _ . FAX NO. 612 445 6997 Oct. 13 2000 02:32PM P2 20 MLWALt:C.ORPORA.fION UL LIS~ ( Ullderwriters La,bontori~ lac.. Ji$tjQg applies 10 lpecific face sbee.. manufactured by KaWaU. Types 5-t70, ~171 and Type 2S are exdllaiYely used.for Kalwan tr'IaAsbleenl pane) interior faces. They=-roe awiJable iD aysblu.d white.. Type 5..170 is phasing oat iD 1"'. Uadenvri1.....6 Laboratorics, IDe.. Cant R'74IS lists test result. for Flame Spre~ ad Smok~ . DC'Yeloped Ic~ordiag to UL 723/~.lld E84/UBC &.14 Type ZOLS is available ill Irallsl1lcent white oaly aad DIllY be used M aD iat~rior 01' u.lmor lace sbeet. Wbell used OD tbe atcrior cpect a l.aU ralllctiopa ill calor stabUlty @eIta It: '7 or leu). . ,~ . STOR FebNalY 1, 19$$ Reinforced Plaati~ KALWALL CORP R74.15 (8 -.... h", ". CPdl FlMle SpI8IIlI SnIaIlB D~ ChdI8udiIIIIB zs 50 . T1I- IS Repl.ces R'1"'SB dated M.rd110, 1198. ( UDdenniten Laboratoi'ieI. lDe.- CUd Ri.,8 lis. severe leablg results a~rdiDl to 1JL 790/ASTM E IOIllJBC l>Z fear Class A aael CIa.. B Roo_I Syne... Exterior 0 face Iheets for these classificatiolY are Type 20LS (white oaly) Type: A 0.. SW..C as Doted; iDterior laCet may be Type 5-111 or Type 2S. Roth alllmUnl1ll aDd therm.aDy-broua grid XalwaD s.adwieh PaD. are listed. Pret...... ad faces are Type A O~ sw-C. lGFU $epIBmbw 28, 1'94 Roonnl SystenlS KALWALL CC:lP . MANCHE... ~ NH OSfD5 OTHJ!JI $ '..' '... ..a. ~" ..... YNts ....at.. "ZO L.S" .... In Wa. ayalem Bee ~ at ",iftfDfCIKI llasa fibor raca .......ID .... iMIII8I8d akamw. .,........,.... _ CDIL 1. ,~ We....... ~: ..., lie elk 1141.~ et"""'" ....c:lMlcIllt ,.IIM ~ pwtIna. BuiIlf", unllllInIgna..,"'1ype A" UBId in.. 5WSIlIm.... I:DI'IIIlI*d oIlWl1b1aa tIus .ber .... ~.1Ift ~ elf ~.,............ 1JilI! an".., at..., I'Idt be ~ ... -....... Jfid-.,...Iian ....... WIIft.. ........, ~ grid. 2. ltdIM: 110 ~ ~ Mar be .....,..... .,...4-_ ~ II) _... IN' ptdns. IW_ onb ~ "&We' ....., m ... ...". an. CZIIrf ~ .. DC NIIinfaIaIS .. IU_ fRa..... fa 8ft ....... or ........, ........ grtd c:ae. 1he CIDN IN, Dr m8Y nDt be lMuJatMr with... *minum ... INIoII:a5Dn '- ....... ... 1M '*".~ 1IIabn__. :to. lNiIM; 2 InIDAalieP~ M.... tie eitMf..., ~ m ~:abcftaG lEI r.:IIIt:d 01 pua1In$. CIaf.. (IkMt. fnamA M) lUlling UPIIII ~ "'SWC" u.I in'" .,a.n. ... ~ ,........ .. .. 1ICII bandellra an .1IiNIft . .....,. ....... cae. 11le an ft'aW GI' n; .. De ina*nI!d ..., 1M ar..mIfNPl GI1d. InIIIIrIIIaftII. _uInid ,-1Ie ~ tI'ofC8n p_ ,. ~:s ~liCIIt: MaJ tIe__..., ~ III' .,,~~., _~ to ",fler, or~ 1111 CANDIA AD PO 'sax 237 ~ ffn18A IIP1l! . CIMI ,..)...- R7IfIe d8IIJd ~30, '... R787i (N) (A c:aId) KalwaIl- CORPORATION P.O. BOX 237. Malu:hater, NR OlIOS (603) 62.7-31'1 1/99 18t KALWALL ,S A H'GHLY 'NSULATED STRUCTURAL UN'T The primary element of 1he Ka'wal1 System is a structural composite sandwach panel tormed by permanently bonding specially formulated, tiberglass rein1ofCed. transl ucen' taces to a grid roTe constructed of 1 nteriocked, eJCtruded structural a'uminum or composlle '.beams. Panels can be curved 01 Uat. The panel"s natural therms' properties are furttler Improved by adding increased densities of translucent lIberglass "batts" and a thermally broken grid core. "U. Faelor opUo ns from .53 to .10 by NFRC metlods for 2.3/4& (7() mm) pane's. The to\a' eileet 15 a tenestration system that is beauli1ul, contemporafY. oolorlul and TOUGH. One that requires alm()st no maintenance. .. and is low in cost to buy, to erect and to own I OSHA compliant jfllhoulacreens and ~,,'e1'S .s requirBd wnh polycsrbDnaleS and gis_sf a .. lnsu'laliDf'l .U' (tdor CJtIIIcnS [rom ..5310 .lD " lJU& S8rdw1Cb pla1 for p!lrft!llll!lll:'J, ~ by CJlI8I' .45 years ot 8lIIJI!IIInIllI / P81manent g1ll11 VIII elasioP ..arr19r aJCh\IIeClUrII tru:e I. lo\Igh end Medt - uptc.eep Gdd CllI8 01 pI8Ci\llCl'l InlJadocl<<ld l-bRim1 IrfIItJ b. Itlerll'llll/y b1dJ8n /In'I8rlor lh8telPlOCI f8ClIiS lor- mula184 to ...t tl1I8rIor Iin18b. 118ma end amak.lElQu1I'8menJs cI the laug~ cedi' Ug1IlWeIgbt pMel MKI tiM. -.: ,1m'4lR CfeIf'Cl-fM 1,..,a1181lon IYstem installl rapltly Ka'~V8tl is an engineered structural composite. fabricated and rested accoroing to '~oceptance Criteria for SandWich Panels" by fhe ICBO. Caulion is urged in aacepting ''1ooSHJHke U "malenaIS' as eqUMrrents. " ~. nol ~,t or lW8/01ut In tIre... as do po~_leB :J. \.... and glssSi ~ - .. ---- ~ WHAT IS SO 'MPORTANT ABOUT LOAD CAPACITY? When lhe wind starts to howl, the rain and snow sta,t5 piing up or someone waiks across a sky~igh' or skyroof, enormous loads push delicale poly-plastic panels far beyond "'heir 'imLl. Wafping, buckling and co"apsi n 9 1S then followed by axle nsive interior damage. Kalwall's revo'ul;onary oompos;\e pane's del.ver miraculous parlor- mance, standing up '0 humcane-'orce winds 01 the weigh\ of work- men wtth ease. ,.J) l -ontl'f HO~ An-hite". Bob $mUt1T Plu fognrpJ- ." ;u o 3: I o r -( n ;U o ill ill r C --i I m ;U J) z n I C AJ n I ." J) x z o (J'I F\J ~ ~ U1 (J'I l.D l.D -J o n ~ ~ w ru ~ ~ ~ ~ ru w w "'U 3: "'U W v a.. Light-years ahead! KALWALL SKYLIGHTS. SKYROOFS A oompretle f\slve I'ne of standardlzed prefabricated an d pre-engineered skyUgh1s and skyroofs fl. perfectly lnto many designs. Custom engfneer- .g offers UmiUess posslbmties indudlng hurricane resistant, FM Class 1 . nd UL C'ass A Systems. E a.. v 1"1 N GJ GJ GJ GJ N 1"1 ..-l STANDARD, PREASSEMBLED SKVL1GHTS FI at skylights for curb-type instanaUon are aval1able in two series, the C- Line '''116" (40 mm) thlC1< and the S-Une 'll/4. (70 mm) thick. These high. 'y lnsu'atingl shatterproof units are avaUable in our IIExpress Lane" sizes up to 5' x 20' (1500 mm x 6000 rom). Complete detai~s on these units are available In liThe Kalwall Insulated SkylLghts-' brochure. ~ u o STANDARD, PRE-ENGINEERED PYRAMIDS AND DOMES These larger, tully self-supporting skylight units are standardized for "Express lane" servtce delivery and sign~1icantty reduced costsl Four- slded pyramids are available from 4' to 20' square (1220 mm to 6100 mm). Geo-Roof segmented domes from 8' to 28' (2440 mm to 8540 mm) dlameter are fully pre-engineered 10r a 40 Ibslsq. ft. load and are actual. ly factory preassembled. then ~nocked down for ease of shipping. R:Jr further detalls refer to "Tile KalwaU Geo-Roof and Pyramid SkyllghlsU brochure, (sweets 0862.0/KAL). I"- 0"1 0"1 \.0 U) v v N --' l.ri ClEARSPAN SKYROOFS For spans up to 100L (30 m). larger skyUghts. rompleta v.ilh supporting substructurel are avai'able wilh a unique, trouble-free. single-source responslbUity. Each indiv'dual job is custom englnee red from standard components to meel your design and local code requirements. KalwaU's own facto ry technicians or 'ocal factory trained crews are available throughout North America. Request Ka'wa11's "Clearspan Systems" deslgn detait pad(age. (Sweets 08625/STR). o z x a: LL I U Il::: ::J I U Z a: Il::: w I ~ ::J ..J UJ UJ o Il::: U )- ..J o :r: _nSill.fed Translucent Walls of daylight! WALL AND WINDOW SVSTEMS . Kalwall's unique Window and Wall Systems 011er an endtess variety of ccnflgurations for total d9S1gn ilexlbilUy. Co!or, pattern, sCQ.le. shape and light transmittance and reflecUon all can be varied. Thermal Break Systemsl Explosion Ve ntl ng and Kalcurve",4 curved pane1s are aU avail- able to meet special conditions. Corrosion resistant finishes availabfe In severa' colors. WINDOW SYSTEMS Kalwall's unique combl naUon 01 high-performance transl ucent panels can include lixed or opefating sash units and louvers to combine 1he best of aU worlds into a cohesive single building syslem. E o Il::: lJ... WALL SYSTEMS ~alwall can be all or par1 of the wall of any structure, or even a curtain. ,tan system thal wre.ps the entire structure. Kalwall P~nel-uoil Wall ~yslems can include opaque spandrels and windows. Se~ page 9. I i 089501KAL B uyLlne 0421 Sh~rd Urw School - N(J't1g Utlit~rsity, Fl. ltluderdak, FL Jrunes HArrtley. Ardtittct Kalwall's Eight Systems For more information on other systems. see: Sweets: 08620lKAL Skylights, 086251STA Clearspan Systems. Eco~ Gemrd-jition Baul C.....re-Poirier, LmglU:JU, Quef1ec ~rio Ptlro,re, Arclr.i!ecte; Pierre Pemwlt, Pt.r~f?h.v . April 4, 2000 Holy Cross Lutheran Church Attention: Jack Hunter 14085 Pike Lake Trail Prior Lake, MN 55372 RE: Site Plan Application Review Dear Mr. Hunter: We have completed our review of the site plan materials you submitted for the addition to Holy Cross Lutheran Church. The following items must be submitted or revised before this site plan can be approved: 1) Parking must be provided at the following rates: . A minimum of 1 parking space for leach 3 seats in the main assembly hall (250 seats + 3 = 84 spaces) . A minimum of 5 spaces plus 1 space for each 5 children in the preschool. In order to determine the number of spaces, you must provide us with the licensed capacity of the preschool. These spaces may be provided jointly with the church use. . Based on the information we have received so far, this use requires a minimum of 84 spaces. The plan you submitted identifies 80 parking spaces. 2) Both the new and the existing parking lot must meet current standards for parking lot landscaping, paving and lighting (see attached). The plans you submit must identify the dimensions of the parking spaces and aisles, as well as the surface type. The landscaping plan must include the required parking lot landscaping. 3) A luminaire plan, identifying the light fixtures and the foot-candles at the property line must be submitted. Lighting is required in the parking lot. 4) The landscaping plan must be prepared and signed by a registered landscape architect. This plan should also indicate whether or not an irrigation system will be provided. If not, a letter of credit for 1250/0 of the amount of the landscaping, including plants, mulching and edgers, must be submitted. The City will hold the letter of credit for two years following acceptance of the landscaping. If a built-in irrigation system is provided, no letter of credit is required. 5) The tree inventory you submitted seems to indicate the required number of trees for landscaping purposes already exists on the site. However, this inventory must be certified and signed by a registered land surveyor, a registered civil engineer, a registered landscape architect, a certified horticulturist or a certified forester. ....I:\OOfiles\OOsiteol\OO-.D26\re)IJsion.doc. r P~ge 1 16200 t.agfe L.reeK fWe. ~.t.., J:-'nor LaKe, Mmnesota 55372-1714 / Ph. (612) 447-4230 / Fax (61~) 447-4245 AN EQUAL OPPOETUNITY EMPLOYER ORC PROJECT STATUS CHART (Updated 04/07/2000) Concept Plan for addition of classrooms and offices to St. ST. MICHAEL'S Michael's School. Architect will meet with DRC on 4/27 to discuss SCHOOL ADDITION SITE PLAN issues. DRC NO NA NA NA Application for 43 unit market rate apartment building on Tower STONEGATE and Toronto. Applicant requested hearing be continued to 3/27. APARTMENTS CUP Planning Commission recommended approval. DRC 02/10/2000 02/09/2000 03/27/2000 04/17/2000 WAIVED SUBDIVISION REVISE SUBDIVISION ORDINANCE. DRC completed discussion ORDINANCE of first draft. Planning will make revisions and submit to DRC for AMENDMENTS new review. DRC 2000 NA 2000 THE WILDS Application to subdivide the Wilds Clubhouse lot into 3 separate CLUBHOUSE ADMIN SUBD parcels. Easement documents and approval letter sent 2/18/00. PLANNING 01/28/2000 YES 01/19/2000 NA 05/19/2000 Application to place wireless communication towers in public right- of-way on Candy Cove Street and on CSAH 42. City Council US WEST WIRELESS CUP adopted 120 day moratorium to gather more information on 1/3. PLANNING YES NA 10/11/1999 01/03/2000 01/13/2000 Site plan for !25,OOO sf showroom/office building located on WENSMANN Fountain Hills Drive, south of CSAH 42 and west of Pike Lake Trail. SHOWROOM & Review site plan for necessary changes. Revised plans have not OFFICE SITE PLAN been received at this time. DRC 12/22/1999 NO 12/17/1999 NA DR041300.xLS Page 3 6) The" grading plan must be revised to include the following: . The grading limits must be identified on the plan. . Slopes may be no greater than 3: 1. · Silt fence must be installed. The location of the silt fence must be shown on the plan. · Provide a detail of the proposed retaining wall. If the wall is more than 4' in height, it must be designed by a ~egistered engineer. 7) See the attached memorandum from Hobert Hutchins, Building Official, for Building Code requirements. These requirements must be met prior to issuance of the building permit for the structure, but, with the exception of item #39, are not required prior to site plan approval. Please submit at least 6 full scale copies of the revised plans to me at the Planning Department. Once all of the necessary changes have been made, we can approve the site plan. You may then proceed with the building permit application. Thank you for your prompt attention to this matter. If you have any questions, please contact me at the Planning Department at 952-447-9810. Sincerely, O. -"<'/h ,,:.. . ~anSier. AI6P IVV'-'U- Planning Coordinator Enclosures: 1. Parking Landscaping Requirements 2. Memorandum from Robert Hutchins, Building Official c: Earl Drangstveit, General Contractor DRC Members 1:\OOfiles\OOsitepl\OO-026\revision.doc Page 2 . .__......,1. "~._~ ~_ . _ "-.' .. J..' -, Kurt Larson Northwood Oaks, LLC 6001 Egan Drive, Suite 100 Savage, MN 55378 RE: Additional Submittals for the Preliminary Plat to be known as Northwood Oaks Estates Second Addition Dear Mr. Larson: On March 30, 2000, .1 you a letter listing the necessary revisions to the plans for the Northwood Oaks Estates preliminary plat. This is Just a reminder that the new ~Ian~ must be submitted to me no later than Wednesday. Acril12. 2000. Please submit at least 4 full scale copies and 11" by 17" reductions of each sheet to me in the Planning Department. Thank you for your prompt attention to this matter. If you have any questions, please contact me directly at 447-4230. Sincerely, ~a.~ \; :~~e ~ Kansier, AICP Planning Coordinator Enclosure cc: Frank Hernandez, Progress Engineering DRC Members 16200 ~~P~I~}~~~bfi!~~.r~~~~~~~~t~~~~'~~fnnesota 55372-1714 / Ph. (612) 447-4230 / Fax (61'21~47-4245 AN EQUAL OPf>QJ~.IYNITY ~"1PLOYER A Geotechnical Evaluation Report for Holy Cross Lutheran Church Proposed Addition to Holy Cross Lutheran Church 14085 Pike Lake Trail Prior Lake, jMinnesota .. Project BODX-98-017 March 12, 1998 Braun Intertec Corporation )~@~DW[g I ~. ( MAR' 6 2(lll " ~\~ L/' ~_______----'-:_..,,-r--,--~ .'..- BRAUNSM ~T : (T :C Braun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Volley, Minnesota 55124-8520 612.431-4493 Fox: 431.3084 Engineers and Scientists Serving the Built and Natural Environments" March 12, 1998 Project BODX-98-017 Holy Cross Lutheran Church c/o Mr. Charlie Vig 14085 Pike Lake Trail Prior Lake, MN 55372 . Dear Mr. Vig: Re: Geotechnical Evaluation, Proposed Addition to the Holy Cross Lutheran Church, 14085 Pike Lake Trail, Prior Lake, Minnesota The geotechnical evaluation you authorized on February 23, 1998, has been completed. The purpose of the evaluation was to obtain subsurface soil and groundwater information to aid in providing recommendations regarding earthwork and foundation design for the proposed addition. The evaluation was completed in general accordance with our confirmation of authorization letter to you dated February 19, 1998. Summary or Results Two standard penetration test borings were completed for the proposed addition. The general soil profile was about 1/2 foot of surficial topsoil fill over 3 to 6 feet of sandy lean clay fill underlain by sandy lean clay and silty sand glacial till to the termination depths of the boriilgs. Groundwater was not observed to the termination depths of the borings while drilling or to cave-in depths of 16 feet immediately after withdrawal of the auger. Based on these groundwater observations and the moisture contents of the samples returned to the laboratory, it is our opinion that groundwater was below the termination depths of the borings at the time of this evaluation. Summary of Recommendations Based on borings, it is our opinion that the surficial topsoil fill and sandy lean clay fill are not directly suitable for building support. We have provided two soil correction options to prepare the site for building support. /- -.-.---...-.-- --- Holy Cross Lutheran Church Project BODX-98-017 March 12, 1998 Page 2 The most conservative approach will be to use an excavationJbacldiIl approach in the entire building area of the addition. This will entail lexcavating the topsoil and fill soils down to the natural glacial till soils (till) and backfilling in a controlled manner with debris-free, non- organic mineral soil to the desired grade. A less conservative approach would be to strip topsoil from the entire building pad area, but only remove the underlying sandy lean clay fil]l soils below footings. With this approach, the floor slab would be supported on the existing day fill soils. If this approach is used, the footings can either be lowered in elevation to bear on the till or the footing trench excavation can be backfill in a controlled manner up to thE~ planned bottom of footing elevation. With this approach there is some risk of differential settlement to the floor slab which the owner must assume. Using either soil correction approach will allow the addition to be supported by a typical spread footing foundation system. We recommend the foundation be designed for a net allowable bearing pressure up to 2,500 pounds per square foot (psf). General Please refer to the attached report for more det1iled summary of our analyses and recommendations . If we can provide additional assistance or observation and testing services during construction, please call Greg Bialon at (612) 431-4493 or Gregg landro at (612) 942-4945. Sincerely, ~~~~~ Project Engineer Gr~d:j~ Principal Attachment: Geotechnical Evaluation Report IJD/J!j:rib\98017\rpt Table of Contents Description Page A. Introduction . , . . . . . . , . . . . . . . . . , . . . . . . . . . . . . . , , . . . . . . . . . . , .. 1 A.I. Purpose .......................................,... 1 A.2. Scope ,.... ~ . . . . . . .. . . . . . . . . . . . . . . . . . . . , . . . . . . . . .. 1 A.3. Documents Provided ................................... 1 A.4. Locations and Elevations ................................ 1 B. Results .......,.,.....................,.........,........ 2 B .1. Logs ...,..............,.,........................ 2 B.2. Site Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., 2 B . 3 . Soils .....................,...,................... 2 B .4. Ground water ................,..,.................,.. 3 C. Analyses and Recommendations .................................. 3 C.I. Proposed Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3 C.2. Discussion ...................................,..... 3 C.3. Foundation .......,..........................,...... 4 C.3.a. Excavation ................................... 4 C.3. b. Fill . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5 C.3.c. Bearing Pressure ....................,.......... 5 C.3.d. Settlement ........................,.......... 5 C.3.e. Exterior Backfill. . . . , . . , . . , . . . . . , . . . . . . , , . . . . . .. 6 C. 4. Floors ............................,............,.. 6 C.4.a. Subgrade ....................,.,........,.,.. 6 C.4.b. Vapor Barrier ....,......",.,.............,... 6 C.S. Exterior Slabs ................,."................... 6 C.6. Site Grading and Drainage .,........,.................... 7 D. ConstrUction .,....,...................,................... 7 D .1. Observations . . , . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . .. 7 D.2. Testing .................,.,..,..............,..... 7 D.3. Cold Weather .............,......................,.. 8 E. Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 8 E.!. Drilling and Sampling ,..,..........,.....,.,...,....... 8 E.2. Soil Classifications .................................... 9 E.3. Groundwater Observations ................,.............. 9 Holy Cross Lutheran Church Project BODX-98-017 March 12, 1998 Page 4 Table of Contents (continued) Description Page F. General Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 9 F .1. Basis of Recommendations ...,....,...................... 9 F .2. Review of Design .................................... 10 F.3. Groundwater Fluctuations ...............,............... 10 F .4. Use of Report ..........,........................... 10 F .5 . Level of Care . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 10 Professional Certification Appendix Project Location Sketch Boring Location Sketch Descriptive Terminology Log of Borings ST-l and ST-2 BRAUNSM \JT :: <T ::C Braun Intertec Corporation 6950 West 146th Street. Suite 131 Apple Valley, Minnesota 55124.8520 612-431-4493 Fax: 431.3084 Engineers and Scientists Serving the Built and Natural Environments. A. Introduction A.I. Purpose The purpose of this geotechnical evaluation was to obtain subsurface soil and groundwater information to aid in providing recommendations with regards to site grading and foundation design of the proposed addition. .. A.2. Scope The geotechnical evaluation was performed in general' accordance with our confirmation of authorization letter to Mr. Charlie Vig dated February 19, 1998. Two standard penetration test borings to a nominal depth of 20 1/2 feet below existing grade were performed in the proposed addition area. Our services were provided under the terms of our General Conditions dated February 1, 1996. A.3. Documents Provided We were provided with a Boundary and Topographic Survey prepared by Peters, Price and Samson Land Surveyors, Ltd. dated November 11, 1992. This survey showed the original topographic contours of the site. We also received a site plan prepared by Morris 0 nIW alijarvi Architects, Inc. dated April 15, 1993, last revised June 1, 1993. This site plan shows the original and proposed topographic contours, the existing church and adjacent parking areas. The proposed addition has been hand drawn on this plan. The plan also indicates the finished floor elevation of the existing church as 897.5 feet. A.4. Locations and Elevations The borings' were performed at the approximate locations shown on the attached sketch. The locations were referenced to the existing building and the proposed addition comers which were staked by others. Surface elevations at the boring locations were referenced to the finished floor slab of the existing church, which has. an elevation of 897.5 feet. ~ . I.~'-"''''''''''' ............- ....t.~JI~:........;.L....s..__. 'w_~; Holy Cross Lutheran Church Project BODX-98-017 March 12, 1998 Page 2 B. Results B.l. Logs Log of Boring sheets indicating the depths and. identifications of the various soil strata, penetration resistances, laboratory test data and groundwater observations are attached. The strata changes were inferred from the changes in the penetration test samples and auger cuttings. The depths shown ~ changes betweEm the strata are only approximate. The changes are likely transitions and the depths of the changes vary between the borings. Geologic origins presented for each stratum 011 the Log of Boring sheets are based on the soil types, blows per foot, and available common knowledge of the depositional history of the site. Because of the complex glacial and post-glacial depositional environments, geologic origins are frequently difficult to ascertain. A detailed investigation of the geologic history of the site was not performed. B.2. Site Conditions The site is located in the southeast quadrant of County Road 42 and Pike Lake Trail in Prior Lake, Minnesota. The original topographic contours indicate that the existing church was built on a small knob on the property. The arE'.3 of the proposed addition slopes away from the existing church from existing elevations of about 897 at the church to about 888 in the northeast corner of the addition. Based on the original topographic contours, the original grade in the addition area ranged from about 898 in the southwest corner to a 886 in the northeast comer. A trench has been excavated for a segmental retaining wall to be built east of the proposed addition. The excavation is about 20 feet east of the southeast comer of the addition and about 12 feet east of the northeast addition corner. The bottom of the excavation is at about elevation 883. B.3. Soils The general soil profile found at the soil boring locations was about 1/2 foot of surficial topsoil fill overlying 3 to 6 feet of sandy lean clay fill underlain by sandy lean clay and silty sand to the termination depth of the borings. Holy Cross Lutheran Church Project BODX-98-Q17 March 12, 1998 Page 3 Penetration resistances in the sandy lean clay fill ranged from 4 to 10 blows per foot (BPF) indicating the fill soils had variable amounts of compactive effort when placed. Penetration resistances in the underlying natural sand ranged from 4 to 28 BPF, indicating a very loose to medium dense condition. Penetration resistances in the underlying clay soils ranged from 5 to 14 BPF, indicating a rather soft to stiff condition. B.4. Groundwater .. Groundwater was not observed in the boreholes while drilling and sampling. Groundwater was not observed in the borings to a cave-in depth of 16 feet immediately after withdrawal of the auger. Based on these groundwater observations and the moisture contents of the penetration test samples returned to the laboratory, it is our opinion the groundwater at this site was below the termination depths of the borings at the time of this exploration. Seasonal and annual fluctuations of the groundwater level should be anticipated. c. Analyses and Recommendations C.l. Proposed Construction Mr. Vig indicated the addition will be a slab-on-grade, one-story structure with a footprint of about 4,500 square feet. The proposed location is shown on the attached sketch. At the time of this report, specific structural loads were not available. For the basis of this report, we assume the bottom of footing elevations for the perimeter footings would be on the order of 893 feet. We have assumed wall loads will be less then 4 kips (4,000 pounds) per linear foot and individual column loads will be less then 50 kips. A finished floor elevation of 897.5 feet is also assumed. e.2. Discussion Based on the borings, there appears to be at least 3 to 6 feet of fill overlying glacial sand and clay deposits in the proposed addition area. At the northeast comer of the addition, it is possible the fill soils extend to elevation 886 based on the old topographic maps. Building on fill entails a risk of potential detrimental settlement occurring to the structure due to unknowns within the fill and its overall consistency. To limit this risk, the conservative approach would be to excavate the fill down to the underlying till and replacing with controlled fill up to proposed floor grade. A less conservative approach would be to excavate below foundation walls and either extend the footings down to the till or place engineered fill ...~,.......,- Holy Cross Lutheran Church Project BODX-98-Q17 March 12, 1998 Page 4 in the excavation to bottom of footing elevatio:n. This less conservative approach would place the floor slab on the existing fill which would entail a limited risk that settlement of the floor slab could occur. The owner must be willing to accept these risks if the floor slab is built on old fill. C.3. Foundation . C.3.a. Excavation. The following table summarizes the depths of the existing fill and anticipated excavation depths at the boring locations to remove the old fill. The depth of the excavations may vary between the borings. TIle maximum depth of the fill may exceed the depths encountered by the borings especially a1: the northeast comer of the addition. Also, it typical to excavate 1/2 to 1 foot deeper then the minimum necessary to clean the bottom of the excavations. The footing design and elevations should also be chosen so that the new retaining walls at the northeast comer will not be within 1 foot horizontal to 1 foot vertical from the addition footings. Approximate Anticipated Approximate Boring Surface Elevation Depth of }41I1 Excavation Depth Excavation Elevation Number (Ceet) (Ceet) (teet) (teet) ___"...- ST-l 896.3 3 3 893 ST-2 895.5 6 6 889 1/2 '. _'__I In addition to the excavation depth, the excavation should be oversized to provide lateral stability to the building's foundations. If the e'~cavationJbackfi11 approach is used, we recommend the excavation be oversized 1 foot for each foot of fill placed below footings. If the soil correction will only be done below footings and the footings are placed on controlled fill, we recommend the footing trenches be oversized on each side of the foundations. Care should be taken when filing over existing slopes that are steeper than 5: 1 (horizontal to vertical). We recommend benches be excavated into the natural soils of existing slopes that are steeper than 5: 1 prior to till placement. The" stair step" shaped benches are .." "'~., I "I - -_.:._..~ ~ '1..-........_... 1,1 _, ", .u~__"--"'" .. Holy Cross Lutheran Church Project BODX-98-Q17 March 12, 1998 Page 5 recommended to key the fill into existing slopes and reduce the risk of fill instability. Benches should be a minimum of 10 feet wide. Once the benches are cut, the near surface soils should be bladed and compacted to disrupt any sand lenses which could weep moisture out onto the slope face. C.3.b. Fill. We recommend fill be debris-free, non-Qrganic mineral soil, which should be placed in thin lifts and be uniformly compacted to a minimum of 97 percent of standard . Proctor density (ASTM D 698). We recommend fills have moisture contents within 3 percent of optimum. The existing fill which is predominately sandy lean clay is judged to be suitable for reuse as structural fill. However, clay soils tend to be wet of optimum and may require moisture conditioning to lower their moisture contents in order to obtain the required densities . Fill placed on the east end of the proposed addition should begin at the bottom of the slope where a level surface can be established. Fill that originates on a slope should be properly "keyed" into the slope. The "key" should consist of a level bench excavated to a convenient width for the equipment being used. . C.3.c. Bearing Pressure. If the footings are dropped to bear on the till or if the fill has been placed as recommended above, it is our opinion that the footings can be designed for a net allowable bearing pressure of up to 2,500 psi (pounds per square foot). C.3.d. Settlement. We anticipate total and differential settlement of the foundations will be less than 3/4 inch under the assumed loads. Buildings similar to the proposed building can generally tolerate settlement of this magnitude. Because settlement of the existing building has already occurred, differential settlement up to 3/4 inch could occur between the proposed addition and the existing building. We recommend either (1) installing expansion joints between the proposed addition and the existing building to accommodate this movement or (2) dowelling the new foundations to the existing foundations to distribute the differential settlement. If the floor slab is supported on the existing fill soils, there is an additional limited risk of differential floor slab settlement. ........__.,.:~_.........._..._.~J"__-... _...~&~ Holy Cross Lutheran Church Project BODX-98-017 March 12, 1998 Page 6 C.3.e. Exterior Backfill. We recommend the backfill placed on the exterior sides of the foundations walls be compacted to a minimum of 90 percent of standard Proctor density. Beneath steps, slabs and pavements, it should be compacted to a minimum of 95 percent. Backfill should be brought up unifonnIy on both sides of the foundation walls to minimi7e displacement of the foundation walls. C.4. Floors . C.4.a. Subgrade. A decision should be made (see Section C.2., "Discussion"), either during design or construction whether to remove the existing fill from beneath the proposed floor or leave it in place. If the existing fill is removed, refer to Section C.3.a., "Excavation", for our recommendations. If the e:xisting fill is left in place, the topsoil should be removed and the exposed surface soil should be compacted with a minimum of ten passes of a self-propelled, vibratory compactor. SurfacE~ compacting of the surficial fill soils will aid in providing a more uniform subgrade for slab support. To provide a leveling base for the slab and reducl~ capillary rise of ground moisture, we recommend a 6-inch layer of clean sand be used directly beneath the slab. The clean sand should have less then 60 percent passing the number 40 sieve and less then 10 percent fines passing the number 200 sieve. C.4.b. Vapor Barrier. If floor coverings less permeable than the concrete slab will be used, we recommend that a vapor barrier be placed beneath the slab. Some contractors prefer to bury the vapor barrier beneath a layer of sand to reduce curling and shrinkage, but this practice risks trapping water between the slab and. vapor barrier. C.5. Exterior Slabs Lean clays and silty sands are frost-susceptible soils. If these soils become saturated and freeze, 1 to 2 inches of heave may occur. This hl~ave can be a nuisance for slabs or steps in front of doors and at other critical grade areas. One way to reduce this heave is to remove the frost-susceptible soils down to bottom-of-footing level and replace them with nonfrost- susceptible sand or sandy gravel. Sand or sandy gravel with less than 5 percent of the particles .by weight passing a number 200 sieve is nonfrost-susceptible. If this option is chosen, we recommend a drain pipe be installed to remove any water that may collect in the sand or sandy gravel. The bottom of the excavation should be graded so .t. ,_ ..-.. HOlY Cross Lutheran Church . Project BODX-98..Q17 March 12, 1998 Page 7 water flows to the center where it can be collected by the pipe and drained to a storm sewer, another drain pipe, or a water collector system for discharge. An alternative method of reducing frost heave is to place a minimum of 2 inches of extruded polystyrene foam insulation beneath the slabs and extending about 4 feet beyond the slabs. The insulation will reduce frost penetration into the underlying subgrade and thereby reduce heave. Six to 12 inches of granular material is generally placed over the insulation to protect it during construction. · A third alternative for reducing frost heave is to support the steps or slabs on frost-depth footings. A void space of at least 4 inches should be provided between the bottoms of the steps/slabs and frost-susceptible soils to allow the soils to heave without affecting the steps/slabs. C.6. Site Grading and Drainage We recommend that the site be graded to provide a positive run-off away from the proposed structure. We recommend that landscaped areaS be sloped a minimum of 6 inches within 10 feet of the building and that slabs be sloped a minimum of 2 inches. In addition, we recommend gutters and downspouts with long splash blocks or extensions. D. Construction D.I. Observations We recommend that all excavation, footing, slab and pavement subgrades be observed by a geotechnical engineer or a geotechnical engineering technician under the direction of a geotechnical engineer to evaluate if the sub grade soils are similar to those encountered by the borings, adequate to support the proposed construction and adequately oversized. These observations should be conducted prior to placing backfills, fills or forms for footings. D .2. Testing We recommend density tests of backfills and fills placed beneath footings, slabs and pavements. We also recommend density testing of the compacted pavement subgrade and gravel base course. Samples of proposed backfill and fill materials should be submitted to our -~.~. Holy Cross Lutheran Church Project BODX-98-Q17 March 12, 1998 Page 8 testing laboratory at least three days prior to placement for evaluation of their suitability and determination of the optimum moisture content and maximum dry density. We recommend at least one density test for every 100 cubic yards of till placed beneath the building with at least one test for every 2 feet of fill placed. D.3. Cold Weather . If site grading and construction is anticipated during cold weather, we recommend that good winter construction practices be observed. All snow and ice should be removed from cut and fill areas prior to additional grading. No fill should be placed on soils which have frozen or contain frozen material. No frozen soils shouldl be used as fill. Concrete delivered to the site should meet the temperature requirements of ASTM C 94. Concrete should not be placed upon frozen soils or soils which contain frozen material. Concrete should be protected from freezing until the necessary strength is attained. Frost should not be permitted to penetrate below footings bearing on frost-susceptible soil since such freezing could heave and crack the footings and/or foundation walls. E. Procedures E.l. Drilling and Sampling We perfonned the penetration test borings on February 24, 1998, with a flotation-tired drill rig equipped with 3 l/4-inch inside diameter hoUow-stem auger. Sampling for the borings was conducted in general accordance with ASTM D 1586, "Penetration Test and Split-Barrel Sampling of Soils. 77 Using this method, the borehole was advanced with the hollow-stem auger to the desired test depth. A 140-pound hammer falling 30 inches was then used to drive the standard 2-inch split-barrel sampler a total penetration of 1 1/2 feet below the tip of the hollow-stem auger. The blows for the last foot of penetration were recorded and are an index of soil strength characteristics. Samples were taken at 2 1/2-foot vertical intervals to the IS-foot depth and then at 5-foot intervals to the termination depths of the borings. A representative portion of each sample was then sealed in a glass jar capped with a lid. ~, ',- Holy Cross Lutheran Church Project BODX-98-Q17 March 12, 1998 Page 9 E.2. Soil Classifications Soils encountered in the borings were visually and manually classified in the field by the crew chief in accordance with ASTM D 2487, "Classification of Soils for Engineering Purposes, " and ASTM D 2488, "Description and Identification orSoiIs (Visual-Manual Procedure)." A summary of ASTM D 2487 is attached. All samples were then returned to our laboratory for review of the field classifications by a geotechnical engineer. Repr_esentative samples will remain in our Apple Valley office for a period of 60 days to be available for your . examination. E.3. Groundwater Observations Immediately after taking the final samples in the bottoms of the borings, the holes were probed through the hollow-stem auger to check for the presence of groundwater. Immediately after withdrawal of the auger, the holes were again probed and the depths to water or cave-ins were noted. The borings were then immediately backfilled. F. General Recommendations F .1. Basis of Recommendations The analyses and recommendations submitted in this report are based upon the data obtained from the soil borings performed at the locations indicated on the attached sketch. Often, variations occur between these borings, the nature and extent of which do not become evident until additional exploration or construction is conducted. A reevaluation of the recommendations in this report should be made after performing on-site observations during construction to note the characteristics of any variations. The variations may result in additional foundation costs, and it is suggested that a contingency be provided for this purpose. It is recommended that we be retained to perform the observation and testing program for the site preparation phase of this project. This will allow correlation of the soil conditions encountered during construction to the soil borings, and will provide continuity ofwprofessional responsibility. ~ .......~, .~,,'~. ~ -,o_...,"~-~_............... ~....' ,- ._.........-."_ -_...,.... --- -.1- ,11111" . ""-1" I .......... Holy Cross Lutheran Church Project BODX-98-017 March 12~ 1998 Page 10 F .2. Review of Design This report is based on the design of the proposed structure as related to us for preparation of this report. It is recommended that we be retained to review the geotechnical aspects of the designs and specifications. With the review~ we will evaluate whether any changes in design have affected the validity of the recommendatioIlS, and whether our recommendations have been correctly interpreted and implemented in the design and specifications. F .3. Groundwater Fluctuations We made water level observations in the borings at the times and under the conditions stated on the boring logs. These data were interpreted in the text of this report. The period of observation was relatively short, and fluctuation in the groundwater level may occur due to rainfall, flooding, irrigation, spring thaw, drainage, and other seasonal and annual factors not evident at the time the observations were made. Design drawings and specifications and construction planning should recognize the possibility of fluctuations. F .4. Use of Report This report is for the exclusive use of Holy Cross Lutheran Church and their consultants to use to design the proposed structure and prepare construction documents. In the absence of our written approval, we "make no representation and assume no responsibility to other parties regarding this report. The data~ analyses and recommendations may not be appropriate for other structures or purposes. We recommend that parties contemplating other structures or purposes contact us. F.S. Level of Care Services performed by Braun Intertec Corporation personnel for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time restraints. No warranty, expressed or implied, is made. . ....t"... I I ._11._" i- Professional Certification: I hereby certify that this plan, specification or report was 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. ~~~E~ Project Engineer Registration Number: 240 17 - I ,-..- _n_ Hel y Cross Lutheran Church Project BODX-98-Q17 March 12, 1998 Page 11 . .. Appendix '.~,. , " It: ' .. . ..... ", " .0. o . .. . . . .0. . . '0' ~\. '.. ~ro~ect ~ocation ~a.J .~. ,. ~ .,w ~ 11111111-n "'.%W~#m~*, . u' .lllr;l!ti\~lb i ,.,.,~:.@,"II Lutheran Church. ..u..,. "'d 'uwi"' u. r~i~,'I':"j..J!i~~.';~;.'i'I'~:I;I;;J,.~\':;::.::',::;::;:':~!'i!!!I;~~~~~;~1;~'~' ~ ..... ...1 " mf!StSiAN ..::::::::::.'....' ,:::::" :::::::::: . ::::;::.,. ,~::i~!~ :ii!ilili!!lililililij. ::::}:;'::::::'::;::::=::;'" ~:::.:::;:;:;:II - '0' ," '. __-:',_' ,0 '0 ..:...........::: ::::::::~:~~:::: ....:;:~:;:;::....~. .....:. . ...:..:.:....:.:.... 00::,::':',.: ,:~;:::::::::I Mag 14.00 Wed Mar 04 14:25 1S98 Scale 1:15,525 (at center) 1000 Feet SOO Meters . Secondary SR, Road, Hwy Ramp .J State Route . Point of Interest . ......... Population Center ~~:*-~)1 lake, Ocean, large River 4'. BRAUN- ~T : (T :C ...".... ..: '. .:~-.,(......-.. ........ ~- o ST-2 Proposed Addition . Existing Church FFE = 897.5 ~ _ ,. .- ~ . 1 _. _ ___ J- J... ; - ~ Denotes approximate lqcation of Standard penetration test boring Boring Lbcation Sketch Proposed Addition HOly-Crds.s [utheran Church Prior Lake, Minnesota . . ;~,..ul I" .,.., II ......- ... -'I:: o ST-1 /'"- INT DATE SHEET DRAWN BY: G..a.o..t. 3/3/98 --L- AJ'P'O BY: OF' JOB No. R n n y _ q A - 0 17 I 1 OWO.No. 1 r1GUREI SCJJ.L 1" = 10 I . . D,-,~criptive Terl77ino/~:/y ~~11 Standard 0 2487 . 93 Classification of Soils for Engineering Purposes (Unified Soil Classiication System) c:rtt.t.. for AuI", Group SymbaI. and Group N...... UIin9 Laborat.ary T_" · .IIg Gra.. CI.... Gra".. C.. ~ 4 and 1 ~ C, ~ 3 · !J. More lhan 50" at leu lhan 5" fines " C. < 4 and/or 1 > C. > 3' CD8ne fnIc:IIon 11! rsalrwd on Graw". wid'I FIn_ nnes classify lIS Ml or MH ii~8 No. 4 \!eve More than 12% fines" Fines cJassIfy lIS a or CH t~N Clean Sanda C..~6 and 1 ~C, ~3' C . Sands I~ 50" or mare of less lhan 5" fines 4 C.. < 6 andlor 1 > C. > 3 c . . coane fr8cIIon pe_ as Sanda whh ,... Fines classify as tot. or MH No. 4 sieve More NIt 12" lines 4 Fines classify as a or CH .II~ Inorganic I PI > 7 and oIClts on or a&we . A- IIneJ !1! Slits and Clays PI < 4 or Dlclls beloW "A-line j U~Umll 11-:;; leu than 50 orgenlc UquId limit. oven a1ed <0.75 .s-8 UquId I"," . not dried -eN PI pm on or abowl "A- lne t~~ Slits and Clays 1n0tg8n1c PI pm below "A. line !~ UquId "mit 50 or more organic 1I~1d II"," . oven dried < 0.75 liquid I"," . ncx cried HlqhIV OrQanlc Soils Pl1manly orqanlc malte'. darllln color. and orqanlc odor , PT $91 etasdfteadan' Group Symbol GW GP GM GC SW $I>> SM SC GrouD N.me. Wefk7aCled . '. J I Poor1y gaCled tTavel Silrt (Tavel I~ Clayey C78ve1'~ Wefk7aCled sandi Poor1y . '. . .. sand' SIIrt sandtA' Clllyey sand tAl Cl lun clay"'" t.t. Si. ..... Ol Organic clay u.. Organic sill u- CH Fat ctayu. MH Elasdc sI. u. OH Organic clay kJ.- Organic sit UAtI Peat L .... on........ p.sstng .. 341 (75-mm) ... b. It n.td ........ analMd cabtIIft (II ~ (II ban add "wllh CCJIJOM ", bould8n. ", ban" to ~p ..-. e. Gr.... wllh S to 12.. fINs '....... dual. '. .. I: GW-GM _lIoggdad 9'''' w.... "II GWGC ~ J ' . . gravel wIlh clay GP-GM pamly 91'.... J ' w.... til GP-GC pamly graded grawl wilh clay d. Sandi wIlh S to 12.. lines '.... GIIII s,",boII: SW.SM ~acMd gnd wilh til SW.SC ~.... ..ndw.... day SP.SM pamly gr8dlcl ..nd..... "II SP-SC pamly gr.... sand win clay .. C. - 0./0.. C. - ~ D.. . D. r. r 1011 corulnI !. 15,. SMd. add 'wIlh S8nd" to group nama. C. It tines cInslty n Cl-Ml. use ca.l s,mbaf GC-GM ", SCSM. II. .. tines .. arganIc. add ...... argMIC lines" to group nama. i. It soil an.1ns !. 1 S.. grawl. add "wilh ".." to "oup..-. j. It A1W-9 Imils pIaC In twldled .... _lis. Cl.Ml. slly clay. . k. It soil carulns 1 S 10 29% plus No. 200. .dd "wIlh S8nd" ", "w., gr......" ~ Is prlldllmlnarW. I. II' soil an.1ns ~ 30,. !*Is No. 200. predcnlnarlly sand. add 'sandy' to "oup nama. m. r soil.. , .!. 30% !*Is No. 200. pr.a.,"narwly "...... add ",,_IIy" to group nama. n. PI > 4 and plDls on (II .bow " A" line. o. PI; 4 ar pIaI'S below "A" n. p. PI pIaI'S on ar.bow "A" n. q. PI,.. baIlM "A" n. 60 ,. .....------., II I Ik ~ / ..... .... ........... "..... ., , 50 _ - ...... / - [~d"fIo....: .~~~'.~ / ~ H. ... ....PI.4IoU.2S.S. . .v/ (jI' .t.,/ )C 40 - IWI PI.O. 73 ftl.2OI / . ' do ~ ~ [~d ""lIn-= / f,ol- / _c 'MIUi..U.1610....7. / .-5 30 -1WI".O.9U.a,/ // / I ;:: 20- ' & / : /. do/ ... / c> MH or OH Ii: 10 - /1 / / 7 "--'7! '- ~ ML j OL ///..-. a. . 1La/ or ~ i' I r I o 10 16 20 30 40 50 60 70 80 Uquid Umit (U) Laboratory Tests DO WO Me Ll Pl PI P200 Dry density, pet Wet density, pef Natural moisture content. % liquid limit. % Plastic limit. % Plasticity Index. % % passing 200 sieve OC S SG C f2J qu qp Organic content. % Percent of sawration, % Speciftc gravity Cohesion, pst Angle 0( Internal friction Unconftned compressive strength, pst Pocket penecrometer strength, tsf - "l,_---... . I ..,- / ,. 90 100 1'0 Particle Size Identification Boulders ............................ over 12- Cobbles ............................. 3- to 12- Gravel Coarse ........................... 3/4- to 3- Fine ....................,.......... No.4 to 3/4- Sand Coarse ........................... No.4 to No.1 0 Medium .......................... No. 10 to No. 40 Fine ............................... No. 40 to No. 200 Silt .................................... No. 200 to .005 mm Clay ..................................Iess than .005 mm Relative Density of Cohesionless Soils very loose loose medium dense dense very dense o to 4 BPF 5 to 10 BPF l' to 30 BPF 31 to 50 BPF over 50 BPF Consistency of Cohesive Soils very soft ,...........................0 to 1 BPF soft ................................... 2 to 3 BPF rather soft .......................... 4 to 5 BPF medium .............................6 to 8 BPF rather stiff .......................... 9 to 12 BPF stiff ................................... 13 to 16 BPF very stiff ............................. 17 to 30 BPF hard .................................. over 30 BPF Drilling Notes Standard penetration test borings were advanced by 3 1/4" or 6 1 / 4" 10 hollow-stem augers unless noted other. wise. Jetting water was used to clean out auger prior to sampling only where indicated on logs. Standard penetration test borings are designated by the prefix "sr" (Split Tube). Power auger borings were advanced by 4" or 6" diameter, continuous-t1ight, solid-stem augers. Soil classiftcations and strata depths were inferred from disturbed samples augered to the surface and are, therefore, somewhat approximate. Power auger borings are designated by the prefix "B". Hand auger borings were advanced manually with a 1 1/2" diameter auger and were limited to the depth from which the auger could be manual!y' withdrawn. Hand auger borings are Indicated by the prefix H". Sampling: All samples were taken with the standard 2H 00 split-tube sampler, except where noted. TW Indicates thin. walled (undiswrbed) Wbe sample. BPF: Numbers indft:ate blows per foot recorded in standard penetration test, also known as "N. value. The sampler was set 6" Into undisturbed soil below the hollow-stem auger. Driving resistances were then counted for second and third 6" increments and added to get BPf. Where they differed signiftcantly, they are reported in the following form: 2/12 for the second and third 6. increments, respectivety. WH: WH Indicates the sampler penecrated soil under weight of hammer and rods alone; driving not required. WR: WR Indicates the sampler penetrated soil under weight of rods alone; hammer weight and driving not required. Note: All tests were run in general accordance with appli" cable ASTM standards. BRAUNSM INTERTEC Rev. 2/97 PROJECf: BODX-98-G17 GEOTEl..l1!'ilCAL EVALUATION Proposed Addition Holy Cross Lutheran Church Prior Lak~ Minnesota Elev. 896.3 896.0 893.3 889.3 884.3 882.3 877.3 0/5.8 J:SUUA-lI'6~i / .iI.....II.il~ ASTM Depth D2487 0.0 Symbol O.J I :;:;:;',FILL: 1,1,1\ 1,.,11 ',1,1 \ :::. :::1 Fll.L: Sandy Lean Clay, with a trace of :':':' Gravel, brown, wet. " I,' CL ~ SANDY LEAN CLAY, with a trace of ~ Gravel, brown, wet, medium., ~ (Glacial Till) ~ ~~ SM .L:: SILTY SAND, fine- to medium-grained, ~ :?:' : brown, moist, very loose to loose. f~':' : (Glacial Till) :m Y::.:..: 14.0 ~~, 3.0 7.0 12.0 19,0 Description of }.{aterials (ASTM D2488) Lean Clay with Sand, black, wet. (T opsoillFill) J..': ' :1:.::.:. : '.-. . .. .... LEAN CLAY, with layers of Silty Sand, brown, wet, rather soft. (Glacial Till) SIT.. TY SAND, fine- to medium-grained, brown, wet, loose. (Glacial Till) . .. . . '.. : ..:. . .0, : ..... CL ~' SANDY LEAN CLAY, with Gravel, brown, 20.5 ~ wet, medium. \ (Glacial TiIl) END OF BORING Water not observed while drilling. Water not observed to cave-in depth of 16 feet immediately after withdrawal of the auger. Boring then backfilled. ~C'AUQ !nlClU'.c - J/4J)I~ L G OF BORING BORING: ST-l LOCATION: See attached sketch. DATE: 2124/98 I SCALE: 1" = 4' BPF WL Tests or Notes j Benchmark: Surface elevations at the boring -8 10 locations were referenced to the finished floor slab of the existing church, elevation = 897.6. -~ 7 MC = 16 % -~ 6 ,. 4 )0 ~ '~ 5 )c -~ >- 7 -> - )c 7 L~ .)J.-i page! ot ! . f , PROJEcr: BODX-98~17 GEOTELJ:li-ITCAL EVALUATION Proposed Addition Holy Cross Lutheran Church Prior Lake, Minnesota Elev. 895.5 --89!;.2 889.5 881.5 6/5.0 ~UU^-~6-Ul J ,. .-,-.- Depth 0.0 J.J 20.5 ASTM D2487 Symbol 1,1,1. FILL 1,1", \ : ',I,' , ',I,', ,,,, 'I :':':1 FILL: Sandy Lean Clay, with a trace of :::::: Gravel and Fibers, and layers of dark brown , , , l' :::::: Lean C ay With Sand, brown, wet. ',',', . ',/,/, ',1,1, 1,1,1, 1,1,1, 1.1.1. ..... t ;: i:i: 6.0 CL 14.0 SM Description of Materials (ASTM D2488) Sandy Lean Clay, black, wet. (T opsoillFiIl) ~ ~ I ~ I " .. ..':' : -:':,' .', . .' . . ,." '", . .', . .' . SANDY LEAN CUY, with a trace of Gravel, brown, wet, rather stiff to stiff. (Glacial Till) SILTY SAND, fine- to medium-grained, with Gravel, brown, moist, medium dense. (Glacial Till) . -:., . . ..,: : ''-':,' I' ..... :r:.' . END OF BORING Water not observed while drilling. Water not observed to cave-in depth of 16 feet immediately after withdrawal of the auger. Boring then bacldilled. HrauQ inlCncc - j/4/!:iI~ ~-.. 7 '--rl.i1iII4-~ ~. .........~ --.. ,..- . LC ~ OF BORING BORING: ST-2 LOCATION: See attached sketch. DATE: 2/24/98 I SCALE: 1" = 4' BPF WL Tests or Notes J > 8 MC = 19 % -~ po 4 -> ~ -,. 11 > -~ ,rr 13 )l :':lI -,. 14 )l -~ ;; 20 -> - > 28 > ~!-" page! 01 J. ,- Addition and Alterations to Holy Cross Lutheran Church 14045 Pike Lake Trail NE Prior Lake, MN 55372 Bids wanted on these Sections of the Specifications - SE\., liON Section 02100 Site Clearing Section 02200 Earthwork Section 03100 Concrete Section 04200 Masonry Section 05100 Structural & Miscellaneous Steel Section 06100 Carpentry & Millwork Section 07300 Roofing & Sheet Metal Section 08100 Metal Clad n.. ':"..> & Frames Section 08700 Finish Hardware & Specialties Section 08850' Glass & Glazing Section 09250 Gypsum Drywall & Acoustical Cc;:iling Section 09700 Flooring & Base Section 09900 Paint, Varnish & Caulking Section 15300 Fire Protection . , r-:~i I--C~ ~ '-['1~-/7-i~~-r::- ~':'?"~::"':..bc:Lj_ \;!./ L5 I 1\'\ 1 i MAR , 6 2000 ! f JUI 2 Addition and Alterations to Holy Cross Lutheran Church 14045 Pike Lake Trail NE Prior Lake, MN 55372 DMSION 1 - GENERAL REQUIREMENTS INSTRUCTION TO BIDDERS Section 01000, 1. THE PROJECT & PRINCIPALS 1.1 This project is to construct an addition to Holy Cross Lutheran Church in Prior Lake, Minnesota. A second phase of the project is to construct Sunday School rooms in the existing sanctuary once the new sanctuary is completed. 1.2 The addition is to be one-story wood frame construction, concrete footings and slab; masonry found!ltions, face brick veneer and masonite siding; asphalt shingle roofing; exterior and interior finish work; mechanical and electrical systems, fixtures and designated equipment and utilities. 1.3 The work of the project shall be as shown and described in the Plans and Specifications prepared by the "Architect" - Dennis Wallace, 4937 38th Ave. S., Minneapolis MN, phone 612-722-6363. 1.4 The t"'l Ul "Owner" used in these Specifications is Holy Cross Lutheran Church, Prior Lake, MN; Pastor Robert Nowak; Building Committee Chairman Jack L. Hunter. The Owner is also referred to herein as "Congregation" and "Participant". The Owner has designated Mr. Charlie Vig, pager number (612) 640-2112 as its Project Manager for this project. 1.5 The Owner has elected to be the "General Contractor' and construct this project with the aid of a national religious "construction team" known as LABORERS FOR CHRIST; therefore, the Owner and the General Contractor are one and the same, to wit "Owner/Contractor" and "Owner/Builder". 1.6 The t"'l Ul "Sub-contractor" is an individual, partnership, firm or corporation that the Owner/Contractor executes a Contract (Agreement) with to provide a part of the project work, consisting of materials and labor combined or materials only, that shall comply with the Plans and Specifications of this project. The Sub-contractor is also referred to herein as "Independent Contractor". 2. SUB-BIDS REQUESTED 2.1 The Owners Building Committee is requesting Sub-bids from qualified Sub-contractors and Suppliers for each specific area described on the list attached to the Invitation to Bid titled "Bids wanted on these Sections of the Specification'~. 3. SUB-BIDS DUE DATE & PLACE 3.1 Sub-bids will be received up to 2:00 COT on Tuesday, April 11.2000 at Holy Cross Lutheran Church, 14085 Pike Lake Trail, Prior Lake MN 55372. 3.2 Proposals shall be submitted in duplicate in sealed envelopes, addressed to Holy Cross Lutheran Church - Attention: Jack L. Hunter, Chairman of the Building Committee: delivered, or faxed to 612-445-6997. 3.3 These sub-bids will be opened privately by the Building Committee. 3 4. A WARD OF SUB-CONTRACTS 4.1 It is the intention of the Owner's Building Committee to award the sub-contracts immediately, if within budget constraints. 5. INSURANCE REQUIREMENTS 5.1 Sub-contractors shall provide Insurance Coverage required in the General Conditions Article 1 1.1 and the Agreement Article 6. Provide a Certificate to the Owner evidencing coverage for liability, personal and bodily injury, property damage and worker' compensation. 5.2 An occurrence-based policy is required. This means that the policy will provide coverage for all claims arising out of the occurrences during the policy period, regardless of the fact that the claim is actually made after the expiration of the policy period. 5.3 The policy must have a combined single limit for personal injury and property damage of at least $500,000 for each occurrence and a total of $1 ,000,000 annually. 5.4 This certificate must specifically name as additional insureds, The Lutheran Church - Missouri Synod and the Minnesota South District of the Lutheran Church Missouri Synod. 5.5 The certificate must provide that the coverage afforded under the policies will not be cancelled until at least 30 days prior written notice has been given to The Lutheran Church - Missouri Synod. GENERAL CONDITIONS Section 0 II 00 I. AlA Document A201 titled "General Conditions of the Contract for-Construction", published by the American Institute of Architects, hereby becomes a part of these specifications. 2. A copy of this AlA Document A201 General Conditions may be seen at the Church, or may be available Minnesota Chapter of the AlA, 275 Market Street, Minneapolis, MN 55405. 3. Certain articles of these General Conditions are amended or modified by articles of the Supplementary Conditions in Section 0120.. SUPPLEMENTARY CONDITIONS Section 01200 1. SCOPE 1.1 The Articles contained in these Supplementary Conditions of the Contract may amend, modify, supercede. void! or supplement the Articles of the General Conditions of the AlA Document A20 I and shall take precedence over the provisions of the General Conditions. Where any part of an article of the General Conditions is not so amended, modified, superceded or voided by a provision of the Supplementary Condition, such part shall remain in effect. 2. A201 ARTICLE 2 - OWNER 2.1 Subparagraph 2. 1.1; The Owner and the General Contractor shall be one and the same for this project. 2.2 Subparagraph 2.2.3 ; The Own(;~r will secure and pay for the necessary building p"lIuits. 4 3. AlOI ARTICLE 3 - CONTRACTOR 3.1 Subparagraph 3.1.1; The Contractor is the Owner/General Contractor and the Sub- contractors. 3.2 Paragraph 3.7; The Owner ~iIl secure the P."uuits and pay the Fees. 4. AlO I ARTICLE 9 - PAYMENTS 4.1 On a monthly basis, Payments for the work completed to date will be requested and paid with a 10% retain age until the work of the Sub-contractor is satisfactorily completed. A Laborers For Christ Contract #23, 7 pages, will be used. 5. AlOI ARTICLE 11 - INSURANCE 5.1 The Owner will procure Owner's Liability Insurance - Paragraph 11.2 and Property Insurance - Paragraph 11.3, for the project. . End of Division 1 5 DMSION2-~11t.. WORK SITE CLEARING Section 02100, I. SCOPE 1.1 The work under this section consists of furnishing all labor, materials and equipment necessary to complete all site clearing and demolition as necessary for the project. 2. SITE CLEARING 2.1 Clear any grass, sprinkler piping, brush, debris and foreign material from the areas to be covered by the building, areas of earth fill, landscaping and lawns. Protect bench marks, other reference points, which are to remain. This Contractor shall protect and not encroach upon the area surrounding the property with his equipment, materials and construction debris except as specifically arranged by special P'-l mission. 3. PROTECT SITE UTILITIES & SERVICES 3.1 Protect existing utilities running near the building loCation. Do not disturb them. 3.2 .Call Gopher State One servic:e to locate all utilities on or adjacent to the site before starting this work. Protect them in the conduct of this work. 3.3 Ifunknown utilities are encountered, notify the Owner's Project Manager and the utility company immediately for detwllUination of what to do with it. If relocation is required by the Contractor, the cost will be compensated by a change order. 3.4 Any inactive utility will be plugged or removed as directed by the Project Manager. 4. DEMOLITION 4.1 None required for this project. 5. SAFETY PROVISIONS 5.1 Install and maintain barricadc~s and fence enclosures around the Construction Area, adjacent public trafficways, and walkways as required for work area and public safety. All construction work shall provide Safety to the Public in accordance with Local Building Codes and Regulations, and Safety for Construction workers and others involved in the project according to State Standards and OSHA Regulations. EARTHWORK Section 02200 I. SCOPE 1.1 The work of this section consists of furnishing all labor, materials and equipment necessary to complete all earthwork shown on the Plans, specified herein and as required to prepare, condition and finish the site for the complete project. 2. STRIPPING & STORING TOPSOIL 2.1 Ascertain that the site has been cleared as specified in Section 0210. When properly cleared, strip good topsoil from the entire construction site and fill area and stockpile in an out-of-the-way area for use in finish grading, in a location to be approved by Owner's Project Manager. 3. SITE FILL - COMPACTED 6 5.2 Compaction of backfill shall be 95% Maximum Dry Density - ANSI! ASTM- 698-78. 6. ORA VEL FILL 6.1 Gravel fill under floor slabs and other designated locations shall be a minimum of 4" mineral aggregate placed according to dimensions shown on the plans. The mineral aggregate shall consist of lh" to 1" gradation, broken stone, crushed or un crushed gravel, clean quarry waste or a combination thereof. The aggregate shall be free of vegetable matter, loam, volcanic tuff or other deleterious substances. It shaIl be of such quality that the absorption of water in a saturated surface-dry condition does not exceed 3% ofthe oven dry weight of the sample. 6.2 The gravel shall be placed, compacted and leveled for floor slab construction. 7. PIPING EXCAVATION 7.1 Excavate pipe trenches accurately graded along the bottom to provide uniform support on tmdisturbed soil for piping. Excavations for joints shall be made after grading trench bottom and shall be as smaIl as possible. Excavations made too deep shall be fiIled with suitable material and compacted to density of surrounding undisturbed soil. 7.2 Unstable soils not suitable for proper pipe support shall be removed and replaced with a 5uitable material as directed by the Project Manager. 7.3 Care shall be taken to avoid injury to building foundation or footings. Sheeting, shoring, and bracing shall be provided where necessary in deep trenches or in unstable soils to protect from cave-in. 7.4 Necessary grading shall be done to prevent surface water from entering trenches or excavations. Water accumulating in the trenches or excavations shall be removed as soon as possible. 8. COMPACT TRENCH BACKFILL 8.1 After the piping installation has been tested and approved, trenches and excavations shall be backfilled in 6" layers of earth, free from clods and stones, thoroughly tamped to the density specified in elsewhere in this Section. 8.2 Where settlement occurs, excavation or trenches shall be re-opened, re-filled and compacted to the required density. Pavement or walk cuts shall be re-paved with material identical to surfacing material removed in accordance with local codes and as directed by the Project Manager. 9. LOCATE UTILITIES 9.1 Locate and protect existing utilities as specified in Section 0210. 10. FINISH GRADING 10.1 The entire site shall be fine graded to the elevations indicated on the Site Plans. All grades shown are to be finish grades and allowances shall be considered for all paving, slabs, etc. Place 6" of topsoil on ground areas. 11. EXCESS SOIL 11.1 Surplus soil from this work shall be placed on and distributed about the property as directed by the Project Manager. It shall not disturb planned drain. End of Division 2 8 3.1 Earth fill may be required in the building area; provide grades required for construction finish and drainage as shown on Site Plans. The Contractor shall furnish all material, place and compact it on the site as required herein. 3.2 Preparation of the site: All arc..~ that are to be filled and/or compacted shall have all organic top soil, plants and vegetation removed - see Section 0210; all excavations, holes, etc. shall be scarified to a depth of 6" and brought to optimum water content. 3.3 Fill material used shall be free from vegetable matter and other deleterious substances; it shall be of such quality that it will compact thoroughly without presence of excessive voids when watered and rolled. The material should not contain rocks over 2" in greatest dimension. The fill should not show excessive shrinkage or swelling when subject to change in water content. It shall exhibit sufficient shearing strength when compacted to support the intended loads. 3.4 Placing fill: Material shall be deposited in layers not to exceed 6" in depth. Distribute material in a manner to insure unifu'am density of materials and route hauling equipment to avoid excessive rutting in any area. 3.5 Material should be handled and placed such that moisture is unif"....ly distributed throughout and of sufficient quantity to provide for maximum compaction. 3.6 Compaction shall be accomplished by power tamping or packing equipment working unifua Ully over the entire surfa.ce to provide the following densities: Under Footings - 100% Maximum Dry Density Under Floor Slabs - 95% Maximum Dry Density Under Paving - 95% Maximum Dry Density Under Planting Areas - 85% Maximum Dry Density These shall be in accordance with ANSI/ASTM - 0698-78; provide Proctor Test. 3.7 The Contractor shall have a Soils Lab test the compaction accordingly in various locations before proceeding with construction. 3.8 Compact fill up to 8" below building floor elevation and 6" below finish grades for finish grading and topsoil placement at a later time. 4. EXCA VA TION FOR STRUCTURES 4.1 perfv.... all excavation as required by plans including foundation walls, rectangular footings, floor slabs and gravell fill. All excavation shall be done to elevations and dimensions shown on plans, including ample space for construction operation. Bottom of excavation where concrete is to be placed shall be kept smooth, level, clean and free from loose material and protected against flooding. 4.2 Flooding protection to keep water out of the excavation shall consist of banking up around the perimeter and ditching to divert water flow from the adjacent roof structures. If water gets in, pump and bail as necessary to remove it as soon as possible to minimize damage and dry it to facilitate progress of the work. Ifit cannot be dried and compacted for required bearing surface, excavate to good bearing soil and fill with concrete. 4.3 When soil nature is such that adequate bearing capacity cannot be maintained at sub- grade level indicated, the Contractor shall notify the Owner's Project Manager and obtain instructions before proceeding with the work. 5. BACK-COMPACTED 5.1 Backfilling of excavation shall be done with clean earth placed in 6" layers and thoroughly compact by mechanical tamping. No debris. deleterious materials or large stones shall be used in backfilling or left in the excavations and covered with backfill. 7 DMSION 3 - CONCRE'l~ CONCRETE Section 03100 1. CONCRETE WORK 1.1 Concrete work consists of footings, foundations and floor slabs as shown on the Plans. See Structural Engineer's notes on Sheet S-5. If notes on plans differ from these specifications; the plans shall take precedents. 2. CONCRETE MATERIALS 2.1 Concrete shall consist of sand and gravel or sand-gravel with limestone aggregate, Portland cement and water; and meet the following requirements; 2.1.1 Class A for reinforced concrete; 6-1/2 bags minimum cement per cubic yard of concrete; compressive strength of 3000 psi in 7 days and 4000 psi in 28 days. 450# dry sand-gravel per bag of cement. 478 Special for structural concrete and sand-gravel concrete for · floor slabs. 2.1.2 Class B concrete: 5-1/2 bags minimum cement per cubic yard of concrete; compressive strength of2000 psi in 7 days and 3000 psi in 28 days. 600# dry sand-gravel per bag of cement. 2.2 The quantity of water shall be del.... ...ined by proper workability of the concrete but shall not exceed 6 gallons per bag of cement. 2.3 The Contractor shall obtain a ticket from the concrete supplier for, and with, each load of concrete delivered to the site stating the date and location of delivery, the quantity of the load, the ingredients and the proportions of each in the mix and the price. The Contractor shall note where, on the project, the concrete was placed, sign the ticket and deliver it to the Project Manager. 3. INSPECTION BEFORE POURING 3.1 No concrete shall be poured until the Project Manager has approved the condition of the bearing materials and preparations for pouring including excavation, forms and reinforcing steel. In no case shall concrete be placed when the Project Manager, or his representative, is not present and has not given authorization to proceed. The Contractor shall give the Project Manager 24 hours notice before pouring concrete. 4. STRENGTH TESTS 4.1 The Contractor shall make 3 test cylinders from each pour of concrete (except minor items); cylinders shall be in accordance with ASTM C-31; 7 day and 28 day strength tests shall be made on the cylinders; the third one being held as a spare for additional test in event of low results or questions on the other cylinders. Submit test reports immediately to the Contractor and the Project Manager. 5. FORMS 5.1 Forms for footings and other ground bearing concrete work shall be wood or steel secured in place with stakes firmly driven into the soil and of sufficient frequency to hold the forms in place when the concrete is poured. FV1U1S shall be full height of footing dimensions given, set for full width and at designated grades. 6. REINFORCING STEEL 6.1 Reinforcing steel shall be standard defulllJed bars of size and quantity noted, placed in the mass of concrete in such a manner to assure a minimum 1-1/2" concrete envelopment. Generally, bars shall be continuous; ends shall be lapped 24" and securely tied. 9 6.2 Reinforcing mesh of steel shall be placed in concrete slabs as shown on the Plans, sized as noted; ends and edges shall be lapped and tied. 7. INSERTS 7.1 The Contractor shall make provision for and install all required inserts, anchors, electrical conduit and boxes, ductwork, sleeves, openings, etc. in all the concrete work as required on the details and by the different trades on the project. 8. FOOTINGS 8.1 Install reinforced concrete (Class A) footings and/or foundations under walls and load-bearing members as detailed on the Plans. 9. EXPANSION STRIP 9.1 Install continuous expansion strip between adjoining slabs and slab-ta-wall as shown as ~hown to provide for floor slab expansion. Size and shape of strip to be as shown on the Plans. Placement shall be level and unifu'llII. 10. PREPARATION FOR CONCRETE SLABS 10. I Place sand or gravel fill of depth shown over earth, compacted to receive floor. Install screeds to provide th(~ required thickness of concrete with a level or unifu'l Ul sloped surface as required; a.pply a continuous 2 x 2 strip of the concrete side of screed and add reinforcing through the joint to key adjacent slabs together in successive pours. The floor slab is to be a continuous bearing slab for the entire area, unless shown otherwisle. 11. MOISTURE BARRIER 11.1 For floor slab - Over gravel fill on ground place a 5 mil thick polyethylene sheet moisture barrier with edges :and ends lapped 8" and sealed to provide moisture-tight cover. Care must be exercised in placing concrete so as not to damage the moisture barrier. 12. POUR CONCRETE SLAB - FINISH 12.1 Install reinforcing steel mesh and pour concrete. Consolidate by vibration and float to a uniform to a uniform level surface; slope surface for positive drainage where shown on plans. 12.2 Provide a smooth trowel finish for area to receive fmish flooring. Slightly texture exposed slab surfaces with trowel swirl to be non-slip when wet. 13. EXTERIOR SLABS 13.1 Concrete walks, entrance and patio slabs shall be constructed to Safety standards; slope for surface drainage and required handicap access; Class B concrete unless otherwise shown. Protection, safety, preparations, materials and methods shall be as specified in preceding sections for concrete work. 13.2 Expansion and contraction joints - Provide expansion joints where exterior slab adjoins or is adjacent to building wall and at 20 foot spacing in walk slabs; fill with gray, non-cracking joint compound. Cut or form contraction (crack control) joints 1-1/2" deep across walks at spacing of walk width. 10 14. CURING CONCRETE 14.1 Cure exposed surfaces of concrete work by covering with plastic sheet and kept wet for a period of 7 days after concrete is placed; or use other approved curing methods. 15. SPLASH BLOCKS 15.1 Furnish and install concrete splash blocks under the roof drains outlets, sloped away from the building for good drainage. The block is to be Class B concrete with top surface cupped to direct water flow away from the building. End of Division 3 .. 11 DMSION 4 - MASONRY MASONRY Section 04200 1. SCOPE 1.1 Masonry work consists of furnishing labor and materials to install concrete block coursing on the foundation walls and brick veneer on the exterior (frame) walls of the building as shown on Plans and specified hereinafter. See Structural Engineer's notes on Sheet S-5. Ifnotes on plans differ from these specifications; the plans shall take precedents. 2. MATERIALS 2.1 Concrete blocks shall be standard size, manufactured of sand and gravel aggregate; all blocks shall conf"'..u to ASTM Standards for structural use. Blocks used in exposed flnished areas shall be select finish grade, free of chips and cracks, unifva au texture, straight and square for flush wall surfaces. 2.2 Face Brick: The Contractor shall figure the quantity of face brick needed and allow in his bid the amount of $300.00 per'thousand bricks / FOB job site truckload lot for this modular face brick. The Contractor shall obtain and submit samples of the brick (after Contract award) from different companies for selection by the Owner and the Architect; the Contract price will be adjusted according to the cost of the selected brick relative to the allowance. 2.3 Face brick shall be select quality of uniform size, texture and color with no chips, cracks or other blemishes alllowed on the finished exposed face of the brickwork. 2.4 Cement mortar shall be used; composed of I part Portland cement, 1 part hydrated lime and 6 parts sand (I: I :6); except Exterior Foundations shall be laid up with a mix ratio of (I: 1/2:3). 2.5 Face brick mortar shall be colored to complement the brick color; to be approved by the Owner - prepare sample brick panels for approval. Masonry cement may be used for brickwork. 3. MASONRY WORK 3.1 Each masonry unit shall be laid in a full bed of mortar; shoved in place and all joints slushed full. Special c:are shall be taken to provide full and solid head joints. Joints shall be struck off flush with wall surface for foundation walls. 3.2 Face brick shall be laid in a standard running bond, three courses in 8". Window sills are to be face brick as detailed. 3.3 Face brick surfaces shall be thoroughly cleaned of excess mortar and the joints rodded for a uniform and good finished appearance. 4. BRICK TIES 4.1 Brick veneer ties shall be standard galvanized metal brick ties secured to frame wall at 16" spacing both ways, horizontally and vertically. 5. ANCHOR BOLTS 5.1 Install bolts at 6' o.c. in masonry foundation to anchor plates of frame walls; concrete fill block core around each bolt to secure in place. 12 6. CLEANING & JOINTING 6.1 After the completion of the masonry work or at such a timethereafter that all liability from stain of other operations on the building is past and when there is no danger thereof, all areas or brickwork exposed to view shall be cleaned down thoroughly with clear water and wire brush. At this time, tuck point under window sills, lintels and other voids in the masonry joints. 7. FOUNDATION INSULATION 7.1 On perimeter exterior walls provide Foundation Insulation of rigid insulation material as shown on the Plans placed against the interior surface of the walls from floor slab to depth noted and running continuously along the walls, held in place with earth backfill . End of Division 4 . 13 DMSION 5 - METALS STRUCTURAL & MISCELLANEOUS STEEL Section 05100 1. SCOPE L I This section covers structUral and miscellaneous steel items shown on the Plans and specified herein. See Structural Engineer's notes on Sheet S-5. If notes on plans differ from these specifications; the plans shall take precedents. 2. MATERIALS & FINISHES 2.1 Steel materials shall be shop primed for jobsite painting. 3. SHOP DRAWINGS 3.1 The Contractor shall submit: shop drawings on all fabricated items to the Project Manager and the Architect for approval. . 4. REINFORCING STEEL 4.1 Reinforcing steel for concrete shall be as specified in Section 03100. 5. ROUGH HARDWARE 5.1 Furnish all bolts, wall anchors, nails and other rough hardware necessary to assemble materials together and secure wood plates of frame structure and other designated items. 5.2 Anchor bolts -~" x required length steel bolts, with washer and nut each, at 6' o.c. anchored in masonry walls to secure wood plates of frame structure and other designated items. 6. STRUCTURAL STEEL 6.1 Structural steel members shull be as shown on the Plans, detailed and fabricated to suit job conditions. Connections shall be welded or bolted as required for structural bearing, fitting and securing to other elements of the structure. 7. STEEL INSTALLATION 7.1 Structural steel members shall bear on a solid base of concrete or masonry and be anchored thereto with bolts or other designated fasteners; joining members shall be bolted or welded together to secure in place. End of Division 5 14 DIVISION 6 - CARPE~ I KY CARPENTRY & MILLWORK Section 06100 1. SCOPE 1.1 Carpentry work consists of furnishing and installing all lumber and wood products of every description and other related items specifically described hereinafter and as detailed on the Plans. Workmanship shall be of the best performed by those skilled in the trade; approved methods shall be employed to accomplish the category or work involved for each item. See Structural Engineer's notes on Sheet S-6. If notes on plans differ from these specifications; the plans shall take precedents. 2. MATERIALS 2.1 Lumber shall be thoroughly air seasoned and kiln-dried. All lumber shall be grade- marked according to the recommendations of the Bureau of Standard. 2.2 Lumber for the various uses shall be as follows: 2.2.1 Structural lumber shall be Construction Grade Douglas Fir or Hem-Fir. 2.2.2 Miscellaneous lumber may be Standard Grade Douglas Fir or Hemlock, free of loose knots. Sole plated on concrete and masonry should be pressure treated moisture resistant. 2.2.3 Finish lumber shall be Select Finish Grade ofthe species, size and shape noted. 2.3 Rough hardware and metal fastenings shall be as required for proper installation of carpentry and millwork. Nails, spikes, screws, bolts, and similar items shall be of sizes and types to rigidly secure members in place. 3. STORAGE & PROTECTION 3.1 All lumber delivered to the site shall be carefully piled off the ground in such a manner as to insure proper drainage, ventilation and protection from the weather. It shall be immediately placed under cover upon receipt on the site and so maintained until adapted to its intended use in the building. 3.2 Kiln-dried material shall not be stored or erected in wet or damp portions of the building or in sections where plastering or similar work is to be executed until such work has been completed and becomes reasonably dry. 4. ROUGH CARPENTRY 4.1 Provide framing and furring as required for items shown on Plans. Generally, framework shall be assembled straight, square and true to receive finish materials shown; built solid and secured to structural elements of the building to support required loading and accommodate designated use. Shims are not allowed for structural bearing; full contact of members is required for bearing surfaces. 4.2 Furring shall be wood framing of the size and spacing shown on the Plans, secured to the structural members or surfaces as noted. Furring strips shall be leveled (or plumbed) with wedges and centered to properly receive finish materials. 4.3 Rough bucks shall be anchored to masonry or steel surfaces and conditioned to receive the finish item that will be applied thereto. 4.4 Wood grounds shall be furnished for plastering surfaces to provide a securing base for wood trim and wherever else required. Grounds shall be set true, rigid and in 15 perfect alignment, trued with a long straight-edge. Grounds generally shall be 1-1/2" wide and of a thickness required for the plaster that will be applied, face of grounds shall be flush with finished plaster work. 4.5 Fu'l1uS for concrete work are specified in Section 03100. 5. EXTERIOR TRIM 5.1 Exterior wood trim shall be metal-faced boards, prime painted on all surfaces before installation. 6. WALL FRAMING 6.1 Sole plate of stud walls shall be anchored to floor slab, concrete and masonry walls with bolts at 6' O.C. spacing, Double the top plates, all comers, and perimeter framing of openings. Studs shaH be 2 x 6's at 16" O.C. spacing for exterior walls and 2 x4's at 16" O.C. spacing for interior partitions. Door and window openings shall be double framed perimeter with lintels of member size required to span width of opening and support load thereon from above. Diagonal bracing is required on all outside comers. Sole plates shall be pressure treated moisture resistant. 7. BACKING 7.1 Provide 2 x 8 flat backing between, and flush with, the face of studs for mounting all wall-hung or wall-mounted items such as cabinets, handrails, dOv~ ,)lOps, and other equipment. 7.2 Provide ceiling backing for mounting heavy light fixtures, sprinkler piping, fans, etc.; 2 x 6's mounted perpendicular to the roof trusses, flush with and secure to bottom chord thereof (as header framing) for screw fastening of the fixture mount, verify exact locations. 8. ROOF TRUSSES 8.1 Roof trusses shall be standard, extended bearing, prefabricated units manufactured of stress grade lumber with metal connectors designed for a loads as shown on drawings. The trusses shall be designed by a Structural Engineer registered in the State of Minnesota, and he shall affix his certification to the Truss Drawings certifying the design is structurally safe and meets project requirements. The trusses shall be designed, fabricated, manufactured and installed according to the National Design Specifications for Stress-Grade Lumber and Its Fastenings (latest edition and revisions) and the;: Design Specifications for Light Metal Plate Connected Wood Trusses, as specified by the Truss Plate Institute which shall be certified to the Owner. 8.2 Trusses shall be shipped and handled according to manufacturer's directions to prevent damage to units. Thc;~y shall be stored and covered as specified elsewhere in this section. 8.3 Anchor each truss to wall plates. Anchors shall as recommended by the truss structural engineer. Provide all bridging and bracing required for the complete structural assembly. 8.4 Install a continuous header ac:ross the ends of trusses and securely fasten to each. 8.5 Provide bridging in continuous rows across the framing members from wall to wall as required to stiffen and strengthen the system. 16 9. ROOF SHEATHING 9.1 Roof sheathing shall be Exterior Type Douglas Fir plywood; 4' x 8' sheets of the thickness noted; laid perpendicular to the roof slope and nailed to all framing members thereunder. End joints shall be placed on supporting members and staggered up the roof so that the ends of two adjacent panels are not on the same framing member except on ridges or valleys. 9.2 Where framing members are more than 16" o.c. spacing, use metal clips on cross joints of sheathing between the framing members. 10. WALL SHEATlllNG 10.1 Wall sheathing shall be 1/2" plywood as shown on plans. 10.2 Plywood sheathing may be used on wall comers for bracing; it shall be the same thickness as the adjacent insulating sheathing. II. A I IIC ACCESS HA'fCH 11.1 Install a hinged attic access hatch in church steeple wall where shown on the drawings. Box perimeter of hatch with plywood 6" deep. Glue insulation to door on attic side. Finish with 5/8" sheet rock and metal edge on tower ceiling. 12. INSULATION 12.IInsulate the exterior walls and attic with mineral fiber (rock wool, fiberglass or equal) blankets or blown-in (attic only) material; RI9 for walls and R44 for ceiling. I2.2Blanket insulation shall have a vapor-barrier foil membrane on the room side that laps and is stapled onto the face of the wood studs. If non-vapor barrier insulation batts are used then apply a sheet of 4 mil polyethylene over the entire wall and ceiling area and secure in place by nailing or stapling on the interior face of insulated frame. 12.3 Care shall be exercised in placing insulation so that no voids (air pockets or cracks) are left. Where wiring and electrical outlets are in the insulation area, the insulation shall be placed on the exterior side of the outlet or wiring. Take special care around electrical outlet boxes. Tape vapor barrier tightly to outlets and tightly seal all openings with insulating foam. 12.4 Provide ventilation of the attic above insulation with 3" wide continuous soffit vent grille and roof sleeves. All openings shall be screened to exclude insects, birds or rodents. 13. ROOF EDGE FASCIA, TRIM & FLASHING 13.1 Construct roof eaves, overhang and rake as detailed on the Plans. Materials shall be metal faced wood; prime paint all surfaces before installation. 13.2 Install metal flashing over top of fascia, rake and trim boards on the roof perimeter as shown. 14. WINDOWS 14.1 Windows shall be aluminum or vinyl clad wood windows manufactured by Marvin Windows of Warroad MN, Pella Corp of Pella lA, Andersen Corp of Bayport MN, or approved equal, with cladding on all surfaces exposed to the exterior including sills and trim - color to be selected. Windows shall be fixed awning type and double hung as scheduled on Plans and shall complete with insulating glass. hardware. weather-stripping, removable insert screen. anchor and trim. 17 14.2All windows scheduled, exc1ept the Chancel Special Window, are to be standard sizes and types of the manufacturer. 14.3 Windows are to be cased on the interior with hardwood trim. Insulate all around the frames before installi~g casings. Caulk exterior of frames. IS. WOOD DOORS 15.1 Interior wood doors shall be first grade flush slab type, veneered both sides; edges shall be clear solid material. Furnish fire labeled doors as required. Type of veneer, core (solid or hollow), door thickness, and glazing shall be as scheduled. Provide cutouts and trim for door inserts. 1 5.2 Doors must be prime coated at mill for designated finish to protect form damage in handling and storage (scratches, stains, excess moisture, etc. ). 16. MILLWORK & TRIM . 16.1 Frames and Casings 16.1.1 Wood frames shall be constructed for doors and windows so scheduled and other openings designated to be finished in wood and cased. The frames shall be of the size and material shown, set square and plumb to dimensions required by finished openings and secured by nailing to rough framework to sustain application indicated. Door stops shall be milled into the frame or set with wood screws, heads countersunk and filled. 16.1.2 All wood frames shall be cased with finish trim of size, shape and material to match designated doors. Finishing nails should be used in all exposed surfaces of frames and casings with the heads countersunk and the holes filled to be concealed in the finishe9 wood. 16.2Molding and Trim 16.2.1 Provide moldings or trim at all joints, angles, offsets and corners of finish Carpentry and Millwork items, including locations where they adjoin other materials as required to make a complete and finished installation. 16.2.2 This wood and finish should match other woodwork in the room. 16.2.3 Molding and trim shall be applied with finishing nails countersunk and the filled to match wood when finish. 17. SIDING 17.1 Siding shall be Masonite "Colorlok" prefmished hardboard lap siding, or approved equal; 8" width installed with 6-3/4" exposure; wood grain texture; factory finished color to match existing, IS-year limited warranty (provide certificate upon completion of installation). Provide color matched aluminum accessories - starter and inside corner strips, door and window head flashing, butt joint and outside corner caps, Install the siding and accessories according to manufacturer's directions for full warranty coverage; touch up as required. Caulk all joints with other materials as recommended. 17.2 Before delivering material to site, provide samples of materials for approval of color match by Owner's Project Manager. 17.3 Install "Colorlok" matching aluminum soffit material and vents as detailed on plans. End of Division 6 18 DMSION 7 MOISTURE PROTECTION ROOFING & SHEET METAL Section 07300, 1. SCOPE 1.1 Roofmg work includes all materials, labor, equipment and services required to furnish and install roofmg, flashing, gutters and downspouts for complete and guaranteed watertight roofs on this project. 2. GUARANTEE 2.1 The roofing, flashing and sheet metal work shall be guaranteed water and weathertight for a period of two (2) years from the date of acceptance of the building. The Contractor and the installer shall provide the Owner a written guarantee agreeing to repair or replace any damage to the building, contents or the roof resulting from faulty workmanship or materials of the roof installation. . 2.2 Also provide the manufacturer's 40 year Limited Warranty against manufacturing defects and wind damage, applied to labor and material costs. 3. CODES 3.1 Comply with applicable codes and standards and current issue of the Asphalt Institute Handbook for Shingles Roofing and the SMACNA Manual for Roof Metals. 4. FIBERGLASS - ASPHALT SHINGLES 4.1 Roofing shingles shall match the existing roof. Before delivering material to site, provide samples of materials for approval by Owner's Project Manager. 4.2 Provide samples for approval of Owner's Project Manager before delivering to site. 4.3 Ridge shingles shall be provided of the same finish material and color as shingles to finish the cap ridge. 4.4 The shingles shall be applied as recommended by the manufacturer over a layer of 30# asphalt felt and Ice and Water Protection. 5. OTHER MATERIALS 5.1 Roofing felts shall be No. 30 asphalt saturated, composed of an organic felt base. 5.2 Plastic asphalt cement shall be asphalt-solvent blend, 5.3 Roofing nails shall be galvanized steel or aluminum 12 gauge wire with defvlIued, barbed or threaded shanks, I" long and with 3/8" diameter heads. 5.4 Ice and Water Protection shall be Certainteed Winterguard waterproofing shingle underlayment or approved equal. 6. INSTALLATION 6.1 Provide underlayment for sloping roofing application as follows: The deck shall be covered with a layer of 30# asphalt saturated felt. The application shall begin with two rows of36" Ice and Water Protection lapped 6". Thereafter lay 36" sheets 30# underlayment, each overlapping the preceding course by 2". Secure the felt to the deck with only enough fasteners to hold in place until the shingle are applied. 19 6.2 A metal drip edge (flashing) made of non-corrodible, non- staining metal shall be used along the eaves and rakes, applied directly to the wood deck at the eaves and over the underlay along the rakes. It shall be designed to allow water running off to drip free of underlying construction. It shall extend back from the edge of the deck not more than 3" and is to be secured with appropriate nails spaced 8" to 10" apart along its inner edge. 6,3 Shingle Applications 6.3.1 A starting c:ourse providing double thickness at eave shall be used. Shingles shall project over the edge of the sheathing flashing at eave and rake to fVlm. drip. 6.3.2 Nail shingles according to manufacturer's instructions. 6.3.3 Provide at least double coverage at all points. Cutouts and spacing between shingles not in excess of %" may be disregarded in det..amining double coverage. 6.3.4 Exposure shall be as required for UL Class A label. 6.3.5 Apply ridge cap shingles as recommended by manufacturer. 7. VALLEYS · 7.1 Apply an 36" strip of Ice and Water Protection roll roofing face down on roofmg underlayment centered on the valley; lap splices 12" minimum and cover entire lap area with asphalt plastic cement. Nail in place with roofing nails I" form the edges at 12" o.c. Make sure that all areas of the material lays finnly onto the roof surface. Mop the entire area with asphalt plastic cement and apply a 36" wide strip of the 90# granular roofing face up and centered on the valley; same splicing and nailing. Color of granular roofing shall match shingles. 7.2 Install shingles to the valley:; run chalk line and cut shingles in a straight line for valley to be 4" wide at top and 6" wide at bottom; glue the edges of all shingles to the valley with asphalt cement. 8. FLASHING 8.1 Vent flashing shall be sh,...;.;~&Uetal installed, roofed in and sealed watertight. Using 50# or heavier roll roofing, c~ut and fit a flange around the roof penetration extending out at least 8" all around. Cut and fit finish roofing snug around the item. Similarly flash all items projecting through the roof. 9. EMBEDMENT 9.1 Embed all metals of roof work in a solid bed of caulking for positive watertight seal. 10. Gu llERS & DOWNSPOUTS 10.1 Gutters and downspouts shall be 29 gauge guttering sheetmetal, prefmished with factory applied color coating, "High back" as manufactured by Sheridan Sheet Metal of New Hope, MN. Downspouts to be 3" x 4" corrugated leaders in locations required to drain. Mount gutter onto the roof eave fascia; flash roofing onto gutter. 1 0.2 Before delivering material to site, provide sample of material for approval of color by Owner's Project Manager. IO.3Attach downspouts to gutter outlets, elbow and secure to wall with sheetmetal bands and lagscrews; provide turn.,out elbow on lower end to drain onto concrete splashblocks. 11. ROOF VENT 11.1 Furnish and install a continuous roof vent along the ridge ofthe new addition. 20 12. STEEPLE ROOt - INSULATED TRANSLUCENT SKYLIGHl 12.1 Furnish and install a factory prefabricated insulated translucent skylight as shown on the plans. The unit shall be as manufactured by Kalwal Corporation, 1111 Candia Road, Manchester, NH 03109, or approved equal. 12.2 Work included: . Prefabricated insulated translucent skylight sandwich panels . Installation system . Aluminum flaching 12.3 Store panels on the long edge, several inches above the ground, blocked and under cover to prevent warping, in accordance with manufacturer's storage and handling instructions. 12.4 Translucent fiberglass faces shall be manufactured from fiberglass reinforced thl..aauoset resins. Th,......oplastic (eg. Polycarbonate, acrylic) faces are not acceptable. . 12.5 The interior face sheet shall be UL listed and have a flamespread rating no greater than 45 and smoke developed no greater than 350 when tested in accordance with UL 723. Burn extent by ASTM D-635 shall be no greater than I". Faces shall not defu'. au, deflect or drip when subject to fire or flame; or become detached when subject to 300 degrees F for 25 minutes. 12.6 Panels shall withstand 1200 degrees F fire for minimum one (1) hour without collapse or exterior flaming. 12.7 The full thickness of the exterior panel face shall not change color more than 3.0 Hunter or CIE Units Delta E by ASTM 0-2244 after five (5) years of outdoor South Florida weathering at 5 degrees facing south. 12.8 The exterior face shall have a p",. manent glass veil erosion barrier embedded integrally to provide maximum long-t~. II. resistance to reinforcing fiber exposure. Sacrificial plastic surface films, coatings or veils are not acceptable. 12.9 Faces shall not vary more than +/- 10% in thickness and be uniform in color. 12.10 Skylight panels and aluminum perimeter frame shall be pre-assembled where practical and sealed at the factory. Panels should be shipped to the job site in rugged shipping units and shall be ready for erection. 12.11 Aluminum closure to be supplied with 300 - series SS screws and shall be factory sealed to panels. 12.12 The erector shall erect translucent panel system in strict accordance with approved shop drawings as supplied by manufacturer. End of Division 7 21 DMSION 8 - METAL DOORS, HARDWARE & GLASS METAL CLAD DOORS & FRAMES Section 08100 1. SCOPE 1.1 This section covers the fonowing types of metal doors and framed in locations scheduled and shown on the plans. 2. CODES & STANDARDS 2.1 Doors and frames shall comply with applicable codes and standards for manufacturing, assembly and installation. 3. SUBMITTALS 3.1 Following the award of Contract the Contractor shall submit Shop Drawings of all Metal Doors and Frames to the Project Manager for approval. None of these materials-shall be delivered to the job until the submittals are approved. 4. PRODUCT HANDLING 4.1 Deliver, store, and handle all metal doors in a manner to prevent damage and deterioration. 4.2 Provide packaging such as cardboard or other containers, separators, banding, spreaders, and paper wrappings as required to completely protect all metal doors during transportation and storage. 4.3 Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Project Manager at no additional cost to the Owner. . 5. METAL CLAD DOORWAY UNITS - EXTERIOR 5.1 The metal clad doorway units shall be 1-3/4" thick metal clad door in a wood frome with 3 mortise hinges, adjustable threshold and perimeter weatherstrip and shall be fully prepared for lock and exiting hardware scheduled in Section 0870. 5.1.1 The door shall consist of24 gauge steel face panels glued to wood stiles and rails and the interior cavity filled with foamed-in-place polyurethane core fVlllling a complete bond between steel panel and wood perimeter, providing a complete th~llIIal break between metal surfaces, inside and out. . 5.1.2 The frame shall be of wood made to fit the door with milled stops, perimeter weatherstrip and threashold. 5.1.3 Door lites shall be provided as scheduled of size and shape showm on plans, consisting of glass frame moldings built into the door and glazed with insulating tempered safety glass. 5.1.4 The door units shall have an insulating value ofR-13 installed. 5.2 The door system shall be assembled and installed according to the manufacturer's directions. Set the unit in the rough opening, secure in place square, plumb and true; seal with a high quality latex caulking material and finish with casings and moldings as required. 22 FINISH HARDWARE & SPECIALTIES Section 08700, 1. SCOPE 1.1 Furnish and install all finish hardware necessary for a complete and operative job. Hardware shall be medium duty type, style and fmish as specified. All locks are to be master keyed and keyed in sets, as directed. 2. SUBMITTALS 2.1 Submit itemized schedules for approval and installation use; list brands, quantities, identification numbers, size and finish. 3. MATERIALS & INSTALLATION 3.1 Furnish and install all finish hardware, including butts, locks and their trim, door bolts, stops, catches, hooks, knobs, escutcheons, plates, etc., for all doors and related work in the Contract, together with all necessary screws. Workmanship shall be of the very best to the satisfaction of the Project Manager. 4. DOOR HARDWARE 4.1 Locks shall be furnished of proper back-set and with beveled or rounded faces to suit requirements; also all locks, latches, catches, fasteners, etc., shall be provided with the proper types of strikes. Strikes in all cases shall be made to protect the trim. 4.2 Full size doors shall have the number and size of butts required to p"lIl1anently support the door. All butts for doors equipped with pneumatic closers are to have at least two ball bearings. Exterior door butts shall be solid brass. All other butts are to be steel, plenished and electroplated unless otherwise scheduled. 5. FINISH & TYPE 5.1 The hardware finish shall be dull bronze or brass; all exposed items in a given area shall have matching finish. 5.2 Locksets shall be Schlage S-Series, Neptune lever style, or approved equal. GLASS & GLAZING Section 08850 1. SCOPE 1.1 Glazing work consists of labor, equipment, materials and services to furnish and install all glass and related items according to the Plans and these Specifications, including replacing broken glass. 2. GLASS SIZES 2.1 All sizes for glass shall be taken from the actual frames of windows and doors. This work requires all glass to be set in place and glazer is fully responsible for correct sizes; sizes noted on the Plans are approximate only. 23 3. MATERIALS 3.1 Glass is required in all locations scheduled or otherwise indicated on the Plans. Glass types noted shall be as follows: 3,1.1 Window Glass shall be double strength, B quality. 3.1.2 Wire Glass shall be y.." polished wire plate glass, Georgian mesh, installed as scheduled in doors and/or windows where tire safety or security are required. 3.1.3 Insulating Glass shall be L.G.F.'s Th". ...opane or P.P.G.'s Twindow. The units shall be sealed for air, dust and moisture protection. These units shall be set and sealed in frames watertight according to the manufacturer's recommendations. Provide glare- reducing glass for exterior locations. 3,1.4 Tempered Safety Glass as manufactured by L.O.F. shall be used in all doors and windows within 4' of a doorway; glare-reducing type on exterior. 4. INSTALLATION · 4.1 Glass shall be set in metal sash with elastic glazing compound and secured with glazing beads or spring slips and face puttied. 4.2 Glass in formed metal or wood frames shall be set with metal clips, sealed with glazing compound and secured in place with fmish stops supplied with the frame. 4.3 Finish surfaces of frames, particularly aluminum or wood, must be protected from stain and p'.... ...anent damage in tbis operation. Apply protective coating to surface as needed; remove as soon as possible after glazing is complete and clean. 5. CLEANING 5.1 All glazing compounds or paint smeared on glass or adjacent tinish shall be removed and all glass areas washed and left in a clean and tinished condition. 6. REPLACE BREAKAGE 6.1 Before the building is accept~ any broken glass shall be replaced and the whole turned over in perfect condition. This includes all glass in the area affected by the Addition or the Remodel work. End of Division 8 24 DMSION 9 - FINISHES GYPSUM DRYWALL & ACOUSTICAL CEILING Section 09250 1. SCOPE 1.1 Provide all labor, materials and equipment to install Gypsum board and finish for Drywall paneling on walls and/or ceiling as scheduled. 2. DRYWALL MATERIALS - Gypsum paneling and accessories as manufactured by U.S. Gypsum or National Gypsum - Gold Bond 2.1 Gypsum Board. 5/8" Tapered edge Firecode Sheetrock or Firecode Baxboard as required for scheduled finishes to be applied. 48" wide sheet by lengths as required for installation without horizontal joints, except on special provisions. 2.2 Fasteners. Buglehead drywall screws of appropriate size for panel thickness and framing members. 2.3 Metal Trim. For all comers. 2.4 Perf-A- Tape. Joint reinforcement; taping and floating compound. 3. DRYWALL PANELING 3.1 Install gypsum wallboard securely screwed to framing and furring; heads slightly counter-sunk and filled and all joints concealed with joint tape as recommended by the manufacturer. All exposed surfaces are to be prepared for painting or application of other finishes or covering as scheduled. 3.2 Apply Gypsum board with long dimension parallel to, and all joints on, framing members; if horizontal joints are necessary, a stud header shall be installed at the joint. Secure sheets to framing with bugle head screws @ 8" o.c. along edges and 12" o.c. at each interior support driven to a slight depression below surface of the board. Other details and special conditions shall be done according to manufacturer's directions. 3.3 Reinforce comers with metal trim; fill, tape and finish joints and fastening areas with Perf-A- Tape materials all in strict compliance with manufacturer's instructions to properly receive the scheduled finishes. Seal partitions to floor, walls and structure to prevent air, smoke, fire or noise passages around or through partition from room to room. 4. DRYWALL CEILING 4.1 Drywall ceiling shall be the same as ,;'DRYW ALL PANELING" specified above. Apply drywall panels and finish as required. Provide for electrical and mechanical items in the ceiling; reinforce for lighting and equipment to be installed on ceiling. 5. TEXTURED DRYWALL 5.1 Wall and ceiling texture in the new addition shall be "Knockdown Plaster" fmish applied over the smooth finished surface of drywall paneling for a uniform Iight- texture coating on the entire area, free from irregularities visible at a distance of 5'. Walls in the Remodel area shall be finished smooth; ready for painting. 6. PROTECTION FROM DRYWALL FINISH SPATTER; CLEAN-UP 7.1 The applicator of sheetrock and its finish, including spray texture. shall cover adjacent finish surfaces, equipment and furnishings to fully protect them from 25 soilmg or damage in this application (particularly from gypsum dust, joint compound splatter and sprayer rebound) and shall thoroughly clean up the entire area affected by this work when it is done. The cost of repairs, replacement and cleaning required as a result of failure to protect and clean up shall be paid by the applicator. 7. ACOUSTICAL CEILING 7.1 Furnish and install a 24" x 24" x 5/8" suspended ceiling as shown on the plans. The ceiling shall be Armstrong, Celotex, USG Interiors or approved equal. The tiles shall have tegular or beveled edges, white in color. . 7.2 The exposed tee system shall be 9/16" and/or 15/16". Install in accordance with suspension system manufactUrer's latest printed instructions. Maximum hanger spacing of 4' O. C. and not less than 6" from each end. . FLOORING & BASE Section 09700 I. SCOPE 1.1 Flooring work includes all labor, equipment and services required to furnish and install flooring and base shown on the Plans and specified herein, including preparation of surfaces, cleaning, and finishing work. 2. PREPARATION OF SUBSURFACE 2.1 All surfaces to receive flooring shall be in proper condition and thoroughly prepared for materials to be applied. All irregularities of surface shall be corrected prior to installation of finish materials. The Contractor shall provide a good and true sub- surface for the installation; the installer shall prepare for flooring by correcting minor surface imperfections nnd cleaning. Application of flooring shall be construed as acceptance of the sub-surface by the installer and he shall replace all work which is damaged or requires removal to correct defects. 3. CARPET MATERIAL ALLOWANCE 3.1 The Contractor shall allow in his bid $22.00 per square yard for the cost of all carpet (direct glue-down; no pad) and installation. Samples and process will be submitted for the Owner's selection during construction and the price will then be adjusted according to the cost of materials selected and installed. Materials must comply with State Fire Marshal's regulations; provide manufacturer's certification of this compliance. 4. CARPET INSTALLATION 4.1 Materials shall be installed according to accepted practices of good carpet laying for commercial use; direct glue-down with mastic recommended by the carpet manufacturer. Approved fastening devices shall be used around the perimeter of each room for securing carpet in place. Carpeting shall be extended into room offsets and doorways, t"llIIinating with a metal threshold under doors, adjoining other kind of flooring. 4.2 Install carpet base throughout 5. INSTALLATION TEMPERATURES 26 5.1 Mamtain 70 degrees F. minimum temperature in rOVlllS for 24 hours before and during laying of carpeting and for 48 hours after installation. Place flooring in rooms at this temperature 24 hours before starting the installation. 6. MAINTENANCE INSTRUCTIONS 6.1 The Contractor shall deliver to the Owner written instructions containing the manufacturer's recommendation for proper care and maintenance of the carpeting. 6.2 Furnish left-over pieces if flooring material to the Owner, in labeled box, for future maintence use. PAINT. VARNISH & CAULKING Section 09900 1. SCOPE 1.1 The wor~of this section consist of painting or varnishing all interior and exterior fmish work of this project, except the pre-finished surfaces; caulking. 2. MATERIALS 2.1 Paint, varnish, related materials and application equipment shall be quality products of an established and experienced manufacturer of paint products. Paint shall be Sherwin-Williams, Diamond Vogel, DeVoe & Reynolds, or approved equal. 3. SAMPLES & COLORS 3.1 The Contractor shall submit samples of the products he proposes to use on the project to the Project Manager for approval and selection of colors. 4. WORKMANSHIP 4.1 Painting work shall be done by skilled workman and performed in a workmanlike manner for good results. Paint and varnish shall be brushed on in even coats, without runs, sags or other blemishes. 4.2 Finish woodwork shall have nail holes and imperfections puttied up after the first coat of paint or varnish and shall be sanded smooth (dry) before applying the succeeding coat(s). 4.3 All coats, regardless of the material used, shall be bone dry before application of succeeding coats. 5. PROTECTION OF WORK 5.1 The painter shall furnish and lay drop cloths in all areas where painting is done to protect all items and surfaces from damage during the execution of this work. He shall be responsible for any damage done due to his neglect or carelessness and he shall properly clean and repair same. 5.2 During the process of painting and upon its completion, the work must be carefully protected from.dust or other harmful influences. 6. PAINTING REQUIREMENTS 6.1 Back prime all finish woodwork applied to exterior exposure~ use primer required for surface finish. 27 6.2 ExterIor painting shall not be done when surfaces are wet or during rainy weather; no painting shall be done when temperature is below 50 deg F. 6.3 New materials, sheetrock, wood and steel, shall be painted with a primer and two (2) coats of satin finish, oil base enamel paint. 7. VARNISH WORK 7.1 Varnish doors, frames, cabinets and trim with three (3) coat work for selected stain color and finish: 7.1.1 7.1.2 Fill nail holt."S and imperfections with paste filler colored to match the wood. Sand the entire swface perfectly smooth and clean thoroughly. Apply a filler-sealer coat with color stain as recommended by lacquer manufacturer, wipe for selected appearance and rub smooth with No. 00 steel wool, when dry. Apply second coat of gloss varnish and rub with steel wool. Third and finish coat is to be satin finish. Shelving and framework shall receive 2 coats of penetrating wood sealer. "J.: 1. 3 8. EXPOSED CONCRETE FLOOR FINISH -. SEALER 8.1 Concrete Floors - Exposed Finish: Apply 2 coats of clear concrete sealer onto the swface of the concrete floor according to manufacturer's direction for penetrating sealer finish; Sonneborn's Lapidolith, Master Builders Masterplate or Protex Triple Seal. The surface shall be thoroughly cleaned and dry for application of the sealer and the area well ventilated until the sealer is dry. 9. CAULKING 9.1 This work consists of caulking joints and voids in construction and finish work on the exterior and interior of the building to provide a positive barrier against pen.::.t. c.tion of air and moisture into enclosed areas for energy conservation, moisture protection and good finished appearance of affected elements of the work. 9.2 Caulking shall be a primerless type, non-sagging and quick-drying sealant with high adhesive capacity, color to cOlTespond with materials applied to. 9.3 Clean joints and surfaces to bc~ caulked and make sure that the area to be sealed is dry; apply caulking according to manufacturer's directions for weathertight sealing and good finished appearance. 9.4 Exterior: Caulk the perimeter of all window and door frames to surrounding materials, and thresholds on the concrete slabs. 10. CLEAN UP 10.1 Upon completion of this work the painter shall clean up all areas affected by his operations, remove all of his equipment and dispose of all trash generated by his work such as paint cans and lids, old brushes and covers. 10.2 Remove all paint splatters, etc:. from prefinished surfaces, such as hardware, glass and other locations containing foreign paint. 10.3 Partially used containers of paint shall be delivered to the Owner for repair and touch-up use; tightly sealed and clearly marked with color name or number and location applied. End of Division 9 28 DMSION 15 - MECHANICAL FIRE PROTECTION Section 15300, I. SCOPE 1.1 The work involved in this specification and the drawings consists ofperfvlUling all engineering & certifications and furnishing & installing all labor, material and equipment necessary to install a complete fire sprinkler system, including minor items obviously necessary for a complete and operating installation. 1.2 Automatic sprinkler system shall be designed by the Contractor for light hazard occupancy. Entire system shall be in accordance with NFPA. Design conditions shall be based on a design density of 0.1 GPM per square foot for the most remote 1500 square feet. 1.3 Prior to starting fabrication or installation of the sprinklers system, Contractor shall submit detailed shop drawings, certified by a registered professional engineer, stamped reviewed by agency having jurisdiction, to Owner's Project Manager for review and approval. At time of completion of work, obtain certificate of inspection and approval from same agency. 1.4 Sprinkler head locations shall be in accordance with locations indicated on reflective ceiling plans, unless specifically at't'&oved by the Owner's Project Manager. 1.5 System shall be provided complete with City water supply connection, sprinklers, all piping, fittings, valves, seals, test connections, signs, diagrams, diagrams, etc., required for a complete and operating system. 2. PIPING MATERIAL 2.1 Water service and water in building underground. Piping shall be Ductile iron, A WW A C-15076, cement mortar lined. Join pipe and fittings with mechanical fittings. 2.1.1 2.1.2 Mechanical joints shall be so designed that they will remain tight under pressure. Pipes shall be carefully pulled together using equipment recommended by the manufacturer. Sterilize water supply piping according to the procedure specified in A WW A publication C60 I-A "Procedure For Disinfecting Water Mains" and as required by the local authorities. 2.2 Fire sprinkler piping. 2.2.1 3" and larger, black steel, schedule 40, with grooved ends to accept Victaulic, or equal, mechanical couplings, ULIFM approved, with Grade "E" EPDM gasket. Grooved fittings shall be full flow, UUFM rated. 2.2.2 2-1/2" and smaller, black steel, Schedule 40, screwed. Fittings black cast iron, Underwriter approved, 175 lb. Working pressure. 3. SPRINKLER EQUIPMENT 3.1 Sprinkler equipment shall be the products of Central Sprinkler Corporation, Viking Sprinkler Corporation, Grinnell Company Inc., The Automatic Sprinkler Corporation of America, or approved equal manufacturer selected from "List of Inspected Fire Protection Equipment and Materials" published annually by UL, and shall bear UL approved stamp or label. 4. PATCHING AND REPAIR 4.1 Repair existing facilities that are disturbed in the execution of the Work. Restore existing to original undisturbed condition. End of Division 15 29 <:1 , 'CITY OF PBIOR LAKE' BUILDING ~ClDE"NFORM ~RMIT PLAN REVIEW Oecup.ney.prou'p,.'. :: <';'-7-2. et"=="l'll"'l ~ ..c1:!:il.:47. of Conetruction: ~CCEPTED AS SU~M1T1T ' . . CCEPTEDWlTHCV"'J'" Allow.bl.Floor Ar..: NOf ACCEPTED.CL" Th... Clt'IIImlnll "'ll fo' "~to ,. In full OlJInpll.llrll willi .111 , . qulr&mlllll Includinq it '. KEEP THIS ~'Ih . . . :~"Il Actlt.l Floor Are..: ~~ .~"ldo. · _ \~_~...,., .1 . i . Ir I ~! "- :,. IrJ~l, , -l '-rBt.\P. CooJ;... ...thl ,e- " levlllw.l Hour sf8Pllrat1on .... .. ,"vla;S. b.twe~tn sanctuary IInd , remaindor of but tding: FOll ALL IN~:,' . -''1NS .., '"CALL447.4,:~~''' :WEEH. 8:00 - 9:00 A,M. . GIVE ~E~MI1' NUh.. I Height at Peak of Roof: OCCUPllnt I r..'\ but tding 21 \ \G'-8"* Ft. floor; one I ~ ~_'.:JIC'.:... ~ C_J ,... {~ I - I . ,,-_j= -~. ;..J ),...,..\ ~f$-.\.~" r..1iji; . ,^,^i .L.. 2o'ItU O~ 5".~ 'f,; , "I~ " '?' I,.' , ,..-.-.---- - .---.-.-, ClfJcNS1REETlM'lYOf AllY MA1H~IM w^r.KfO ONTO It (HoM 11115 ~IIL "? \" .: ,.,... f .....- '.. 'C'"c__. , ... l "\ / ., (~~. " . -- ( . .- - ) ..-...-. i-i.... ~ , .1 H~/J\O' ...)P-Me, !:>I Mm,l\o.rz. .,~" Ol,l.OW' o M~1f~l,. ffZAt-Af, \V 311... ,,'.d' NO COt~STRIJCTlON ACTIVITY IS . '" l"ERMlTT(O IN ^NY UTllIll AND/OR .....'14" WI"'" d{).~r;[ r . :~rMENls. , ,. - ...... .. ( ... Ht;t\D- j~MB- CD SIL,l, ~?lMI~OfIARtSOll"R(ASSOTHAT HOu..oW, J"t1.....IrUt\oiielt~ '"0 STREEl OIl 3 3". II.~' fI(IGtIIOftlNO MlWOItlES uml \NIIIlIUIItIl Nf01URf mABlISHMEHT MlCOMPWt- r )\ ~ (.. .;;... ~ (- ~l. ), ~.-: ;Jt't':: ::, ~(::?..;. d~~~ .J- jV\~ \.\i \J:~ ? , ~ ~-'--=:.\.. 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It'.4- 12~'2" I 4'0&" '1.J!l~~ . .. t!C?re~: ,.... .' · I. ~Te ATTIC. ~ ,~ ,.,~,~. ClI~~,; ...'-:.','..... . t *' '. , .1.- \ -:. \ . . . '.: I qol....O". .\ . . ,~I~~~:.." MUST8E ComE~, CI.I UPoN tDTlCe ". f., . I I"") \" "':' . "";, . " " "l' . ,;,' ,,, t ':"':'m.\,:/i~:~~~.'.' .' ....::.:.",": ""'f"':'" :......'....:.::.:;:J".:.(. , . >-. '. I '.,: :'11 . !;'t~~~~'./I t.;;'. i" ~;.. .~., . t ..:.: . , .:> ,... ,.:!>~,': :I~' :'.,:.:.1'.' ':: f': >~> ',:'; ,:.', ;t."','; .' .~1.:';' '. f~ ~j'; ,.i: I, 'J.'. ,... .". j''':'' . ..~~.: ~ ...!-~;;t;':~i:~(,~ .~" ~.\.,\ ~+"~:"~" .(l:r-':~;..' >,'1:..-.;t ,.. ;-..: ~ ',~" -:: I~_~ .;:: rH.;';t:~.\f.! ".I...J,~...',:!: :1~t5~~4);...:~~. !h..';; " .:. '.: ", ;. " ::/. ,..:"1 "",. ",.~"., ,~; Ii '. ~;r-'!j ... ,,:.::. - ; :.:.... - : '; ,..:.,:.:.:...... '.' . ... .-.', '..:. . ......,1'0 '1" ',V).r!..""....:..IP "/..,I\.~it!' J.l..A:..~\.,. .\!.~'f'... I.:.~~..lr.\l.'.~~. ..~ .~~tr"'~,.'l~'.~. '.. ",. . ..I:'t{';~~;~~1W~~J.1\~~~: .~~~~~~i~4~lr~~~,rt\~)li.~~~\~~t.(~~iS:;~W~~11~ll>:':F.; "i;'~~~~ .. ..l~"r~ . 412.0e.f "', :'. '. . '. .' " .' , , ] .t i . . a ~, . " . ' " .. ,\ ~ I W 05r - 4gq - 3't 8 \ · J~.{l- .'\",,~ f:J5! -48'1 .3c?3$ --J~ Cfiu-- b '2- 01JS-- l1 [~ I DE:-Nf\l1.S ;JAu.A-c,~ ~ 531 -4IS~ 1tJ( J~ \)JIWIS [0 c:;~ OF ~ M'\", ~ ~ ~ be? lflhpUI- \. W~ ~ \.t'\ [?/ ~t~1 \J~.~ ( { ~ ff ( . r' III _ _ Fire Protection bV Computer Design SUMMIT FIRE PROTEC~nON 2788 CLEVELAND AVENUE ROSEVILLE Ml\I 55113 651-439-8780 Job Name Building Location System Contract Data File HOLY CROSS 14085 PIKE LAKE TRAIL PRIOR LAKE Ml\I. 55372 1 130090 HCA2.WXF .. Computer proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 ..... t".KVJ.c.\....l..LV1'1l ~r{OSS t:'dl.::lt:: .c.. Date Hydraulic Design Information Sheet Name - HOLY CROSS LUTHERAN CHURCH Location - 14085 PIKE LAKE TRAIL PRIOR LAKE MN. 55372 Building - Contractor - HOLY CROSS LUTHERAN CHURCH Calculated By - C ORMSTON Construction~ (X) Combustible () Non-Combustible Occupancy - UNUSED ATTIC Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 () EX.Haz. ( ) Figure Curve s (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling y 3 r E :1 Area of Sprinkler Operation - 1950 Density - .1 Area Per Sprinkler - 400 Elevation at Highest Outlet - 65 Hose Allowance - Inside 50 Rack Sprinkler Allowance - 0 Hose Allowance - Outside 50 D E S I :; ~ Note EXISTING ADDITION ATTIC SPACE Calculation Summary Date - 080700 System No. - 1 Contract No. - 130090 Drawing No. - 2 Ceiling Height - VERIES Made By Date System Type (X) Wet (X) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make CENTRAL Model BB2 Size 1/2 K-Factor 5.6 Temp.Rat.200 Flow Required - 272.98 Press Required - 91.827 At Test C-Factor Used: 100 Overhead 140 Underground II 1\ r Water Flow Test: Date of Test - 07~200 Time of Test - 10:00AM Static Press 119 Residual Press - 116 Flow - 1650 Elevation Rated Cap.- @ Press Elev. Pump Data: ~ R 3 Tank or Reservoir: Cap. - Elev.- Well Proof Flow J P Location - AT SITE PIKE LAKE TRAIL AND 140TH p L Source of Information - FLOW TEST BY CITY AND SUMMIT FIRE PROTECTION Y Class Location Area Aisle W. % Palletized % C o M M Cormnodity Storage Ht. Storage Method: Solid Piled S T o R A G E Single Row Double Row Mult. Row Conven. Pallet Slave Pallet R A C K Flue Spacing Longitudinal Horizontal Barriers Provided: Computer Proarams bv Hvdratec Inc. Route 111 Rack ( ) Auto . Storage ( ) Solid Shelf ( ) Open Shel f Encap. Non Clearance:Storage to Ceiling Transverse Windham N.H. USA 03087 UMMIT FIRE PROTECTION ::>LY CROSS Page 3 Date City Water Supply: C1-Static Pressure: 119 PSI C2-Residual Pressure: 116 PSI C2-Residual Flow: 1650 GPM Pump Data: D1-Elevation: 27.285 PSI D2-System Flow:172.98 GPM D2-System Pressure: 91.066 PSI Hose ( Adj City):O GPM Hose ( Demand) :100 GPM D3-System Demand:272.98 GPM s~ty Margin: 27.827 PSI :: 1000 1200 1400 FLOW ( N ^ 1.85 ) 1600 1800 ~mputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 UMMIT FIRE PROTECTION :)LY CROSS 25.04 2 50.88 3 79.49 7A ./ '- 55.26 7A > ornputer Programs by Hydratec Inc. < < ./ '- 30.43 5 35.05 6 ./ '- 24 . 23 3A ./ '- Route 111 24.23 5 ./ ....... Page 4 Date 35.05 6 < 172. 98 12 < Windham N.H. USA 0308 172.98 14 ./ '- 172 .98 17 < 172.98 19 ./ ....... 172.98 26 ./ ........ UMMIT FIRE PROTECTION :)LY CROSS 5 172.98117 < 172.98 118 < 172.98 119 ./ ....... orr~uter Programs by Hydratec Inc. 172.98 ./ ....... Route 111 TOSR 172.98 ./ ....... Page 5 Date DRY 172.98 VA ..,,- ........ 172.98 ./ ....... Windham N.H. USA 03087 BASE 222.98 ./ ....... 200 222.98 HYD ..,,- ........ 272.98 ./ ....... TEST ~..:> -~:l~ ~ Date .:.l.tting Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R s T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 .....J:'\..c. !:"J:'\.V.l.c.\..,.l.LV1'l !:"d~e I CROSS Date Jnadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 .2 2 1/2 3 3 1/2 7.7 21. 5 17.0 7 10 12 1 1 1 1 1 9.5 17 28 ,., ,., 2 3 6 7 8 10 L 1 1 2 3 3 3 4 1 1 1 2 1.5 .J 3 3.5 3.5 ? 3 ,1 3.5 6 5.0 8 7 4.5 6 8 3.5 10.8 13 17 16 14 14 ;:' ~ :::' 5 5 6 ::: 2 3 6 6 8 7 7 7 8 9 11 13 3 3 5 \') ,-. 10 1::: 15 1 ,- ;:: .- ~ 4 18 29 35 1 1 1 1 2 4 5 5 7 9 11 14 16 19 22 3 4 5 6 8 LO 12 15 17 20 1.8 " ,., 2.6 3.4 L....':;'" 3.5 4 . 3 5 6.8 10.3 ').5 10.8 13 16 2.0 4.0 5.0 6.0 8.0 LO.5 1:::.5 15.5 22 ;:' ,., 2 3 4 6 7 8 10 L 5 6 8 10 12 14 16 18 20 24 17 27 29 9 10 12 19 21 1 1 1 1 1 1 1 47 12 14 18 22 27 35 4 f. 45 50 61 '-' 5 7 9 11 13 17 19 21 24 28 2 3 4 5 6 7 8 10 11 13 4.5 5 6.5 8.5 10 18 20 23 25 30 8.5 10 13 17 20 23 25 33 36 40 21 25 33 41 50 65 78 88 98 120 36 55 45 8 9 13 16 18 24 27 30 34 40 10 12 16 19 22 J 33 <- 27 32 45 55 65 76 87 98 109 130 25 30 35 50 60 71 81 91 101 121 4.2 5.0 5.0 8.5 10 13 13.1 31. 8 35.8 27.4 21 25 33 12 14 18 22 27 35 40 45 50 61 Computer Proqrams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 _ .L t\~ l::'t\V.l ~\....T .1.Vl'.j l::'d.<Je 0 . CROSS Date Node Elevation K-Fact pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1 65 5.6 20 na 25.04 .1 250 20 2 65 5.6 21.29 na 25.84 .1 250 20 3 65 5.6 26.09 na 28.61 .1 250 20 4 65 5.6 29.53 na 30.43 .1 100 i 5 65 5.6 31.39 na 31.37 .1 250 20 6 65 5.6 32.02 na 31.69 .1 250 20 7A 65 29.69 na 3A 50 37.27 na 5 50 31.39 na 6 50 32.02 na 12 50 44.6 na 14 50 51.43 na 17 50 55.33 na 19 50 57.28 na 26 50 59.06 na 117 50 65.81 na 118 50 67.62 na 119 50 67.77 na TOSR 50 68.16 na DRY 45 70.4 na VA 42 72 na BASE 41 72.68 na 50 200 32 77.41 na HYD '32 77.44 na 50 TEST 2 91.07 na 'he maximum velocity is 33.52 and it occurs in the pipe between nodes 6 and 12 Computer proarams bv Hvdratec Inc. Route III Windham N.H. USA 03087 ...K~ l:'KVT~\"'.Ll.Vl~ l:'d~e "::J - CROSS Date -Iyd. Qa Dia. Fitting Pipe pt pt ~ef . "c" or Ftng's Pe Pv ******* Notes ****** ?oint Qt Pf/UL Eqv. Ln. Total Pf Pn 1 25.04 1.104 6.000 20.000 K Factor = 5.6 to 100 2 25.04 0.2155 6.000 1.293 Vel = 8.392 2 25.84 1.104 6.000 21.293 K Factor = 5.6 to 100 3 50.88 0.7998 6.000 4.799 Vel = 17.053 3 28.61 1.452 IT 5.486 2.000 26.093 K Factor = 5.6 to 100 5.488 7A 79.49 0.4808 7.488 3.600 Vel = 15.402 79.49 29.693 K Factor 14.59 4 30.43 1.104 6.000 29.532 K Factor 5.6 to 100 5 30.43 0.3090 6.000 1.854 Vel = 10.199 5 4.62 1.452 6.000 31.387 K Factor = 5.6 to 100 6 35.05 0.1057 6.000 0.634 Vel = 6.791 6 -90.31 1.452 IT 5.486 4.000 32.021 K Factor = 5.6 to 100 5.488 7A -55.26 -0.2454 9.488 -2.328 Vel = -10.707 7A 79.49 1.452 IT 5.486 12.000 29.693 to 100 IE 2.743 8.232 6.497 3A 24.23 0.0534 20.232 1.080 Vel 4.695 3A 1.452 IT 5.486 6.000 37.270 to 100 5.488 -6.497 5 24.23 0.0534 11.488 0.613 Vel 4.695 5 26.76 1.452 3.000 31.387 to 100 6 50.99 0.2113 3.000 0.634 Vel = 9.880 6 121.99 1.452 3.000 32.021 to 100 6.497 12 172.98 2.0260 3.000 6.078 Vel 33.516 12 1.687 7.000 44.596 to 100 14 172.98 0.9759 7.000 6.831 Vel 24.829 14 1.687 4.000 51.427 to 100 17 172.98 0.9758 4.000 3.903 Vel 24.829 17 1.687 2.000 55.330 to 100 19 172.98 0.9760 2.000 1.952 Vel 24.829 19 2.154 6.000 57.282 to 100 26 172.98 0.2968 6.000 1.781 Vel 15.230 26 2.154 IT 8.724 14.000 59.063 to 100 8.728 117 172.98 0.2969 22.728 6.747 Vel 15.230 Computer Procrrams bv Hvdratec Inc. Route III Windham N.H. USA 03087 ......KL .t'".KVJ.L~J. .LVi'l .t'"clye .LV - CROSS Date Iyd. Qa Dia. Fitting Pipe pt pt ~ef . "c" or Ftng's Pe Pv ******* Notes ****** )oint Qt Pf/UL Eqv. Ln. Total Pf Pn 117 3.26 II 4.796 41.000 65.810 to 100 4.798 118 172.98 0.0395 45.798 1.807 Vel 6.649 118 3.26 4.000 67.617 to 100 119 172.98 0.0395 4.000 0.158 Vel 6.649 119 3.26 II 4.796 5.000 67.775 to 100 4.798 TOSR 172.98 0.0395 9.798 0.387 Vel 6.649 TOSR 4.26 7.000 (;8.161 to 100 2.166 DRY 172.98 0.0107 7.000 0.075 Vel 3.894 DRY 4.026 1D 19.984 1.000 '70.402 to 100 19.992 1.299 VA 172.98 0.0141 20.992 0.296 Vel 4.360 VA 4.026 IS 22.000 1.000 71.998 to 120 1G 2.000 24.000 0.433 BASE 172.98 0.0101 25.000 0.252 Vel = 4.360 BASE 50.00 4.1 IE 14.534 60.000 72.683 Qa = 50 to 140 14.534 3.898 200 222.98 0.0111 74.534 0.826 Vel = 5.419 200 6.16 1G 4.304 20.000 77.407 to 140 4.304 HYD 222.98 0.0015 24.304 0.037 Vel = 2.400 HYD 50.00 6.16 IT 43.037 220.000 77.444 Qa = 50 to 140 IE 20.084 63.121 12.993 TEST 272.~8 0.0022 283.121 0.629 Vel = 2.939 272.98 91.066 K Factor 28.61 Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT =-, RE r-ROTECTION _lIl1tllllR_nTfi!l>i~MIWi....~~It.'I.lllI!iiMi~;;' 2788 CLE:VELAND AVE:NUE: AD5E:VILLE:, MN 5511 3 PI-IDN E: 651 -639-87BD FAX 651 -639-8751 SUMMIT FIRE PROTgCTION 2788 CLEVELAND AVENUE ROSEVILLE MN 55113 651-639-8780 I-~,... It, ,'C Job Name Building Location System Contract Data File HOLY CROSS 14085 PIKE LAKE TRAIL PRIOR LAKE MN. 55372 1 130090 HCA3 . WXF -1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION HOLY CROSS Page 2 Date Hydraulic Design Informati.on Sheet Name - HOLY CROSS LUTHERAN CHURCH Location - 14085 PIKE LAKE TRAIL PRIOR LAKE MN. 55372 Building - Contractor - HOLY CROSS LUTHERAN CHURCH Calculated By - C ORMSTON Construction: (X) Combustible () Non-Combustible Occupancy - UNUSED ATTIC S Y S T E M (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Date - 080700 System No. - 1 Contract No. - 130090 Drawing No. - 2 Ceiling Height - VERIES Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 () EX.Haz. ( ) Figure Curve D E S I G N Area of Sprinkler Operation - 1950 Density - .1 Area Per Sprinkler - 400 Elevation at Highest Outlet - 65 Hose Allowance - Inside - 50 Rack Sprinkler Allowance - 0 Hose Allowance - Outside - 50 Note EXISTING ATTIC SPACE Calculation Summary Made By Date Syst:em Type ( ) Wet (X) Dry ( ) Deluge ( ) Preaction ( ) other Sprinkler/Nozzle Make CENTRAL Model BB2 Size 1/2 K-Factor 5.6 Temp.Rat.200 ;Flow Required - 299.15 Press RequiH~d - 101.11 At Test C-Factor Used: 100 Overhead 140 Underground W A T E R Pump Data: Rated Cap.- @ Press Elev. Water Flow Test: Date of Test - 071200 Time of Test - 10:00AM Static Press - 119 Residual Press - 116 Flow - 1650 S Elevation U P Location - AT SITE PIKE LAKE TRAIL AND 140.TH P L Source of Information - FLOW TEST BY CITY AND SUMMIT FIRE PROTECTION Y Tank or Reservoir: Cap. - Elev.- Well Proof Flow C o M M Connnodity Storage Ht. Storage Method: Class Location Area Aisle W. % Palletized % Solid Piled Single Row S R Double Row T A Mult. Row 0 C R K Flue ~pa-cing A Longitudinal Convene Pallet Slave Pallet G Eomputer ~1>Yd~21.~1i'Sc~de&fute 111 Rack ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Clearance:Storage to Ceiling Transverse Windham N.H. USA 03087 SUMMIT FIRE PROTECTION HOLY CROSS Page 3 Date City Water Supply: C1-Static Pressure: 119 PSI C2-Residual Pressure: 116 PSI C2-Residua1 Flow: 1650 GPM Pump Data: 150 l- 140 130 -= P 120 fl R 110 - D2 E 100 ~ S 90 S 80 U 70 R 60 E 50 40 ~1 30 20 10 " I , , I I, , I , , I 200 400 600 800 1000 D1-Elevation: 31.616 PSI 'D2-System Flow:199.15 GPM D2-System Pressure:101.111 PSI Hose ( Adj City):O GPM Hose ( Demand) :100 GPM .D3-Sy~em Demand:299.15 GPM ~:::.=::~~. ~...... t:L..1..~1 -esT , , I 1200 FLOW ( N ^ 1.85 1400 1600 1800 C6mputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION HOLY CROSS 1 25.04 2 50.30 3 ./ ........ < 6 7 65.11 32.30 ./ ........ ./ ........ 100 < 199.15 < Computer Programs by Hydratec Inc. 76.31 4 103.89 5 < 114 199.15 < Route 111 < 115 199.15 ./ ....... Page 4 Date 134.04 100 116 199.15 ./ ....... Windham N.H. USA 03087 117 199.15 < 118 199.15 ./ ........ 119 199.15 ./ ....... TOSR 199 . 15 ./ ........ DRY 1 99 . 15 VA ./ ....... SUMMIT FIRE PROTECTION HOLY CROSS VA BASE 249 . 15 < 199.15 ./ ....... 200 249.15 ./ ....... Computer Programs by Hydratec Inc. HYD 299.15 ./ ......... Route 111 Page 5 Date TEST Windham N.H. USA 03087 SUMMIT FIRE PROTECTION HOLY CROSS Fitting Legend Abbrev. A B C D E F G H I J K L M N o P Q R S T U V W X Y Z CV.LL't'uter Programs by Hydratec Inc. Page 6 Date NaDle Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbo"lllr Medium. Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow control V~llve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru '1~ee 45' FirelQck Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 7 HOLY CROSS Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 A 7.7 21. 5 17 .0 B 7 10 12 c 1 1 1 1 1 1 1 D 23 23 29 30 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 2 3 3 3 4 G 1 1 2 H 1.5 2 - 3 3 3.5 3.5 I 2 3 4 3.') 6 5.0 8 7 ,T 4.5 6 8 8.5 10..8 13 17 16 K 14 14 L 2 2 3 5 5 6 1'-1 ~ 2 3 3 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 5 6 8 10 12 15 P 1 2 2 2 4 Q 18 29 35 R 1 1 1 1 1 2 - S 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5 6.8 W 10.3 X 8.5 10.8 13 16 y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z ,., 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 D 47 40 50 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 .5 6.5 8.5 10 113 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31.8 35.8 27.4 X 21 25 33 y Z 12 14 18 22 27 35 40 45 50 61 Cv~uputer Programs by Hydratec Inc. Route 111 windham N.H. USA 03087 SUMMIT FIRE PROTECTION HOLY CROSS Page 8 Date Node No. Elevation Flow Added Density Reg. Area K-Fact Pt Actual Pn Actual 1 75 5.6 20 na 25.04 .1 250 20 2 75 5.6 20.34 na 25.26 .1 250 20 3 75 5.6 21.58 na 26.01 .1 250 20 4 75 5.6 24.25 na 27.58 .1 250 20 5 75 5.6 28.99 na 30.15 .1 2">0 20 6 75 5.6 33.27 na 32.3 .1 250 20 7 75 5.6 34.32 na 32.81 . 1 250 20 100 75 35.79 na 114 50 72.9 na 115 50 73.11 na 116 50 7".7,! na 117 50 74.63 na 118 50 76.98 na 119 50 77.. It) na TOSR 50 77.68 na DRY 45 79.95 na VA 42 81. 66 na BASE 41 82.42 na SO 200 32 87.33 na HYD 32 87.37 na 50 TEST 2 101. 11 na ;'he maximum velocity is 28.59 and it occurs in the pipe between nodes 100 and 114 Computer Programs by Hydratec Inc. Windham N.H. USA 03087 Route 111 Press Reg. SUMMIT FIRE PROTECTION Page 9 HOLY CROSS Date Hyd. Qa Dia. Fitting Pipe l?t pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 25.04 1.452 6.000 20.000 K Factor = 5.6 to 100 2 25.04 0.0567 6.000 0.340 Vel = 4.852 2 25.26 1.452 6.000 20.340 K Factor = 5.6 to 100 3 50.30 0.2062 6.000 1.237 Vel = 9.746 3 26.01 1.452 6.000 21..578 K Factor = 5.6 to 100 4 76.31 0.4458 6.000 2..675 Vel = 14.786 4 27.58 1.452 6.000 24..253 K Factor = 5.6 to 100 5 103.89 0.7888 6.000 4..733 Vel = 20.129 5 30.15 1. 687 IT 7.168 4.000 28.986 K Factor = 5.6 to 100 7.171 100 134.04 0.6088 11.171 6.801 Vel = 19.240 134.04 35.787 K Factor 22.41 6 32.30 1. 452 IT 5.486 6.000 33.275 K Factor 5.6 to 100 5.488 7 32.30 0.0909 11.488 1. 044 Vel = 6.258 7 32.81 1.687 IT 7.168 2.000 34.319 K Factor = 5.6 to 100 7.171 100 65.11 0.1601 9.171 1. 468 Vel = 9.346 100 134.04 1.687 1J 7.168 10.000 35.787 to 100 II 3.584 10.757 10.828 114 199.15 1.2664 20.757 26.287 Vel 28.585 114 3.26 4.000 72.901 to 100 115 199.15 0.0513 4.000 0.205 Vel 7.655 115 3.26 12.000 73.106 to 100 116 199.15 0.0512 12.000 0.614 Vel 7.655 116 3.26 II 4.796 13.000 73.720 to 100 4.798 117 199.15 0.0512 17.798 0.911 Vel 7.655 117 3.26 II 4.796 41. 000 7 4 . 631 to 100 4.798 118 199.15- 0.0512 45.798 2.345 Vel 7.655 118 3.26 4.000 76.976 to 100 119 199.15 0.0513 4.000 0.205 Vel 7.655 119 3.26 II 4.796 5.000 77.181 to 100 4.798 TOSR 199.15 0.0512 9.798 0.502 Vel 7.655 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUMMIT FIRE PROTECTION Page 10 HOLY CROSS Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn TOSR 4.26 7.000 77.683 to 100 2:.166 DRY 199.15 0.0139 7.000 0.097 Vel 4.483 DRY 4.026 1D 21. 411 1. 000 79.946 to 100 21.420 1. 299 VA 199.15 0.0183 22.420 0.411 Vel 5.019 VA 4.026 IS 22.000 1. 000 81. 656 to 120 1G 2.000 24.000 0.433 BASE 199.15 0.0131 25.000 0.327 Vel = 5.019 BASE 50.00 4.1 IE 14.534 60.000 8~~.415 Qa = 50 to 140 14.534 3.898 200 249.15 0.0136 74.534 1.015 Vel = 6.055 200 6.16 IG 4.304 20.000 87.328 to 140 4.304 HYD 249.15 0.0019 24.304 0.046 Vel = 2.682 HYD 50.00 6.16 IT 43.037 220.000 87.374 Qa = 50 to 140 IE 20.084 63.121 12.993 TEST 299.15 0.0026 283.121 0.745 Vel = 3.220 299.15 101. 112 K Factor 29.75 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 GB-QR Quick Response Upright, Pendent, Rec. Pendent, Sidewa I & ~e(~. Sidewall Glass Bu ) Automatic Sprin < E~rS Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 II _ Product ~ Description The Central Model GB-OR & GBLO-OR Automatic Sprinklers embrace the ultimate in advanced design features. They incorporate the latest in glass bulb technology, which result in a much smaller, more attractive sprinkler The operating mechanism consists of a liquid-filled 3 mm diameter frangible capsule that is only 20 mm in length. The Model GB-OR & GBLO-OR Automatic Sprinklers are intended for installation in accordance with current NFPA Standards. They are availvble in ;;'/32" (13.5mm), 1/2" (12.7mm), and 7/16/1 (11.1mm) orifice sizes and 1350F (5TC), 1550F (6SOC), 2000F (9:5'C), and 250GF (121 C) temperature ratings.The Model GB-OR & GBLO-OR Sprinklers are available in Brass. Chrome, or White and Black painted finishes. Operation: The glass bulb capsule operating mechanism contains a heat- sensitive liquid that expands upon application of heat. Upon reaching the rated temperature, the frangible capsule ruptures thereby releasing the orifice seal. The sprinkler then discharges water in a pre- designed spray pattern to control or extinguish the fire. Technical Data Model & Deflector Style Orifice and K-Factor Temperature Rating Approved Recessed Standard Escutcheon Finishes * Approvals Thread Size OONPT" GBLO-OR 155"F/680C ELO Brass, Upright, 17/'2" (13.5 mm) 200cF/93'"C Recessed Chrome, & UL, cUL, 3/4" Pendent, & 8.0 (114 metric) 250F/116cC Support Painted & FM (20 mm) Rec. Pendent Cup '/2" (12.7 mm) 135"F/5TC GB-OR 5.6 (80 metric) 155F/68 C Brass, UL, ULC. Upright & & Chrome, & & MEA 1/2" 200F/93C (15 mm) Pendent 7/'6" (11.0 mm) 250'F/116'C Painted (466-92-E VaLIII) 4.2 (60 metric) 135'F/57C Brass, GB-OR Chrome, & '/2" (12.7 mm) 155'F/68 'C 1/2" Upright & 5.6 (80 metric) 200oF/93C "Pain ted FM (15 mm) Pendent Pendent 250"F/116"C Only' '/2" (12.7 mm) GB-OR 5.6 (80 metric) 135'F/5TC GB Res.! OR Brass, UL, ULC, 1/2" Recessed & 1550F/68OC Recessed Chrome, & & MEA (15mm) Pendent 7/'6" (11.0 mm) 200"F/93"C Support Cup Painted (466-92-E Vol.IlI) 4.2 (60 metric) GB-OR '12" (12.7 mm) 135OF/57OC Vented Rec. Brass. Recessed 155OF/68OC Chrome, & FM 1/2" Pendent 5.6 (80 metric) 200oF/93OC Support Cup" Painted (15 mm) GB-OR ... '/2" (12.7 mm) 135OF/5rC GB Res.! OR Brass, UL, ULC, 1/2" Sidewall & 1550F/68"C Recessed Chrome, & & MEA Rec. Sidewall 5.6 (80 metric) 200oF/93OC Support Cup Painted (466-92-E Vol.IlI) (15 mm) GB-OR ... '12" (12.7 mm) 135OF/5rc Brass & 1/2" 155OF/68OC FM Sidewall 5.6 (80 metric) 200oF/93OC Chrome (15 mm) Maximum working pressure: 175 psi (12.1 bar). The 1/2"(12.7 mm) orifice Upriuht, Pendent and Rec. Pend. is UL and ULC listed with a maximum working pressure of 250 psi (17.3 bar). Available upon special request. Factory Hydro Test: 100% @ 500 psi (34.5 bar) Painted Versions are UL, cUL, and ULC listed as 'Corrosion Resistant" sprinklers. .. Factory Mutual Approval for Rec. Pendent sprinklers requires the use of a vented support cup. Part #3071 Chrome, #3072 Brass, and #3073 White. The GB-OR Sidewall and Recessed Sidewall is UL and ULC listed for Ught and Ordinary Hazard Occupancies. Factory Mutual approval is limited to Light Hazard Occupancies only. _.",.~iI11lllli~L\iI"lW'I~'I~llfldJliiJ~ I.,;' ~"';:"'~II.0..'.>.'~.'."'^.."'..4$;""."."" . . A-",ii'}',<,{ rT..... ".'. ,.... .,....' ., ... , : ~ : , J _..~ I ''i''~.'" ~ ,.., j ap- "~'l ! ~.';..... '. '.' '~~.' : \7:t.' . . ." ~ . 'if ., ....-i 17/3211(13.5 mm)! 1/211(12.7 mm) & 7/1611(11.0 mm) Orifice Automatic Sprinkler No. 1-7.0 ......... ..... _. .. __ - II #/III>. _ GBlO-OR 17/3211 Recessed Pendent SUPPORT CUP~_ Model ELO \ \ I \ I \ 2 3/4"(50.8mm) Min. I \ 2 1/4"(572mm) Max. I , , ) I I I ~_____--/ I ~1' ..B- f . / "'-. / rUTlJIU~~!:iIJ I I I I I U 3 1/4" (83 mm) GB-OR 7/1611 & 1/2" Upright &Pendent 1 1/16" _____ (27 mm) ______ ~~ ~- .:~- 6~ Pintle indicates 7/16" (11 mm) small orifice sprinkler ~ \ ! -- \ ICENTRAU ./ ) (, y--- --i ~ J \ -? t 1/2" (50 mm) 1/2" (50 mm) 1 ~ ; ~ ( ) J) ; r IlVl:l.lN3:J1 '\ / \ 0Y EZ'. ';;' ~ Pinfle indicates ~;.I; 6' 7116" (11 mm) / (27 mm) small orifice sprinkler FACE OF REDUCING COUPLING A 11/8" (19mm) Ma)(. 3/8" (9.5 mm) Min FINISHED CEILING LINE GBlO-OR 17/3211 Upright &Pendent 1 3/8" (35 mm) ~ 2 1/8" (54 mm) ..:~ I., _ l I CENTRAL I J i -~ 21/8" (54mm) I I GB-QR 7/1611 & 1/2" Recessed Pendent 2" (50 177m) Min. \ -2 1/4" (57 mm) Max. ____~ FACE OF REDUCING -- l-nJ A'rr< COUPLING / \ ~ >/~ ) \ ".- IlVt:lJ..N3JI "", / \ ' I I :~- .~ ( j~ J ,\ FINISHED CEILING LINE '----- .-I=- ~ ~ ~J ~ . ,- -~ ; ~ { 1~1TT'" ~ ;" '::n /.---. Pintle indicates 7/16" (11 mm) small orifice sprinkler 27/S" (73.0 mm) *Support cup for Model GB QR with FM Approval has slots in the face, the standard U. L. version does not. GB-QR 1/2" Recessed Sidewall FACE OF REDUCING COUPLING 3/4" (19.1 mm) MAX FINISHED ......3IS. (9.5 mmj-....--ou--- WALL LINE MIN "\ SUPPOliT CUP ,..... .,.C,) j I 1 1 I I : i I I ' . I I Ii i! ;~6 C) mT'i 1730 1b I I ... I / '- 1 ,/////// ,----- '~ 2 S/1 (S8 7 mrnl GB Res lOR RECESSED ESCUTCHEON / 3'8' 195 mm) Adlustment Note: Central's Model 65 or 401 escutcheon may be used, When using Central's Model 65 escutcheon, face of RC. to protrude 1/8" j: 1/16" beyond finishE~d wall line Combination Wrench (Part #1106) (For 7/16" & 1/2" Upright Sprinklers) ELO/ESLO Combination (Part #1073) (For 17/32" Upright Sprinklers) GB Sprinkler Wnench (Part #1099) (For 7/16" & 1/2" Pendent & Sidewall Sprinklers) ELO/ESLO Offset (Part #1093) (For 17/32" Pendent Sprinklers) 3 rw Design ~ Data The Model GB-QR & GBLO-QR Automatic Sprinklers are intended for . standard area coverages and flow and pressure requirements as specified in current NFPA Standards for quick response sprinklers. ~ Installation All Central Model GB-QR & GBLO-QR Automatic Sprinklers must be installed according to current NFPA Standards, Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company, In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Note: Use Appropriate wrench when installing the Upright, Pendent, and Sidewall Sprinklers. Step 1. The unit must be installed in the upright position for the upright style sprinklers or in the pendent position for pendent sprinklers, and in the sidewall position for sidewall sprinklers. Step 2. Use only a non-hardening pipe joint compound or Teflon* tape. Apply only to male threads. Step 3. Install the sprinkler according to the dimensions shown in the installation diagrams on pages two and three of this technical bulletin. For recessed * Teflon is a trademark of the DuPont Corp. applications, do not use the push-on escutcheon plate to hold the unit in position. The sprinkler will only function properly when anchored to the building structure. Step 4. Hand tighten the sprinkler into the fitting. Then use the appropriate Central Wrench to tighten the unit into the fitting. A leak-tight joint requires only 7 to 14 ft.-Ibs. (9.5 to 19.0 Nm) of torque; a tangential force of 14 to 28 Ibs. (62 to 125 N) delivered through a 6" (150 mm) handle will deliver adequate torque. Torque levels over 21 ft.-lbs. (29 Nm) may distort the orifice seal, resulting in leakage. Caution: Special care must be taken when installing sprinklers with a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. Ii1I Care & I jI Maintenance Sprinklers must be handled care- fully. They must not be transported or stored where ambient temperature may exceed 100oF/380C. For best results, store them in a cool, dry location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers must never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "Inspection, Testing and Maintenance @1999 Central Sprinkler Company Printed in U.S.A. of Water-Based Fire Protection Systems", contains guidelines and minimum maintenance requirements. Furthermore, the local Authority Having Jurisdiction may haVE! additional regulations and requi rements for maintenance, testing, and inspection that must be obeyed. It is recommended that sprinkler systems be inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to reassemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and tempnrature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pat1tern. Such obstructions must be removed. In the event that construction has altered the original configuration., additional sprinklers may need to be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. 8e certain to secure permission from all Authorities Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the systE3m from service mode, first refer to your system operating guide and valve instructions. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the recommended sprinkler wrench. Be ~ [ENTRAL Central Sprinkh!r Company 451 North Cannon Avenue, Lansdale, PA 19446 PHONE (215) 362-0700 FAX (215) 3t>2-5385 certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. n Ordering Jt-1Ilnformation Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U .8. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call 215-362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 m 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. GB-QR.6 June 9, 1997 . '\IIKlN<G@ 1. PRODUCT NAME VIKING Microfast<!!' Model M / M-5 Quick Response Sidewall Sprinklers Model M Horizontal Sidewall Sprinkler Base Part No.: 06725B Model M Vertical Sidewall Sprinkler Base Part No.: 06727B Model M-5 Horizontal Sidewall Sprinkler Base Part No.: 09533 e 2. MANUFACTURER THE VIKING CORPORATION 210 N. Industrial Park Road Hastings, Michigan 49058 U.S.A. Telephone: (616) 945-9501 (800) 968-9501 Fax Number: (616) 945-9599 From outside U.S.A. Telephone: + 1 (616) 945-9501 Fax Number: + 1 (616) 945-9599 3. PRODUCT DESCRIPTION The Viking Microfast@ Model M and Model M-5 Quick Response Sidewall Sprinklers are small, thermo-sensitive glass bulb spray sprinklers. The pip-cap and sealing assembly 'Of the sprinklers are held in place by a rugged 3mm glass bulb. Viking Microfast<!!' Model M Quick Re- sponse Sidewall Sprinklers are avail- able in two styles; vertical and horizon- tal. The Viking Microfast@ Model M-5 Quick Response Sidewall Sprinkler is avail- able as a horizontal sidewall only. Both sprinklers are available with sev- eral finishes and temperature ratings to meet design requirements. The vertical style is listed for use in either the upright or pendent position. The special polyes- ter and T eflon@ coatings can be used in decorative applications where colors are desired. In addition, these two finishes are corrosion resistant and provide pro- tection against many corrosive environ- ments. During fire conditions, when the tem- perature around the sprinkler reaches it's operating temperature, the heat sen- sitive liquid in the glass bulb expands causing the bulb to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler ori- fice strikes the sprinkler deflector form- ing a uniform spray pattern to extinguish or control the fire. - Form No. 080688 TECHNICAL DATA Sprinkler 52 a Microfast@ MODEL M / M-5 QUICK RESPONSE SIDEWALL SPRINKLER - \~\- '\ ''Iff/Fil' :~;- .---- - ~. '. ;: C. )(~ ~\\\\~.;: '-- ~-; ), : ., - // Microfast@ Model M Quick Response Horizontal Sidewall Sprinkler for light Hazard Occupancies Base Part No. 06725B MicrofasfW Model M Quick Response Vertical Sidewall Sprinkler for light Hazard Occupancies Base Part No. 06727B :?; ~ \:c. . ~-~I ! ,.... ". U f-, . ", ' 1III gJt:~'J Microfast@ Model M-5 Quick Response Horizontal Sidewall Sprinkler for Ordinary Hazard Occupancies Base Part No. 09533 For list of approvals see Approval Chart on page 52c Sprinkler Temperature Classification _ n_.9rdinary Ordinary Intermediate -- --- ---- Intermediate - -------._------------. --- High Nominal Sprinkler Ceilinq Temperature at Sprinkler Tf~mperature Rating Max. Ambient Max. Recommend. Bulb _J~sing Point)"n_ __!emp. Allowed! _~r:nbient T~!'.L__ n___ Col~~___ 13SoF(S70C) 11SoF(460C) 1000F(380C) Orang~__ 1550F(680C) 1350F(570C)-- -- 1 QOoF(380C)----- -- Red 1750F(79oCi-----~-_~J 550F(680C)_~ 150'1=(~~~1~~~_~-~~~_ Yellow 2000F(930C) 1800F(820C) 1500F(6SoC) Green 2860F( 1410Cj- - ----26-6Of:( 130oC) ---2250I=(10flc)------ -- Blue Sprinkler Finishes: 13rass, Bright Brass, Polished Chrome, White Polyeste(3, Black POlyester3 and Black Teflonil')3 lBased on National Fire Prevention and Control Administration Contract No. 7-34860_ 2Based on NFPA-13. Other limits may apply depending on fire loading, sprinkler location and other authority having jurisdiction requirements. Refer to specific installation standards. 1-he Corrosion Resistant Coatings have passed standard corrosion tests required by particular approving agencies. Refer to the approval chart. These tests cannot and do not represent all possible corroSive en- vironments. Prior to installing, verify through the end user, that the coatings are compatible or suitable for the proposed environment. The coatings indicated are applied to the exposed exterior surfaces only. Note: The spring is exposed on the Teflon@coated sprinkler and the Polyester coated sprinkler. 4. TECHNICAL DATA See Chart (page Ei2 c) for list of approvals. Glass Bulb Fluid Temperature rated to -65oF (-550C). Rated to 175 PSI (1 207 kPa) water working pressure. Factory tested hydrostatically to 500 PSI (3 448 kPa) Spring: USA Patent No. 4,167,974 Bulb: USA Patent No. 4,796,710 Testing: USA PatEmt No. 4,831,870 Minimum operating pressure: 7 PSI (48,3 kPa) Bulb: Glass Nominal 3mm diameter Seal: Teflon@ Tape Spring: Nickel Alloy Screw: Brass UNS-C36000 Pip Cap: Copper UNS-C 14500 (used on Part Number 06725 ). Leaded Bronze UNS-C31600(used on Part Numbers 06727B and 09533) Polyester Coated Sprinklers: Spring: Nickel Alloy; exposed Screw: Brass UNS-C36000 Tin Plated, painted for appearance only Pip Cap: Copper UNS-C14500 Tin Plated Teflon@Coated Sprinklers: Spring: Nickel Alloy; exposed Screw: Brass UNS-C36000 Tin Plated, painted black for appearance only Replaces Sprinkler page 52 a-c dated November 9, 1995 (Added C-UL Listing to Part No. 09533) Materials: Frame: Brass Castings UNS-C84400 Vertical Deflector: Brass UNS-C26000 Horizontal Deflector: Copper UNS- C 19500 Sprinkler 52 b 'IIKlNGi@ Pip Cap: Copper UNS-C14500 Teflon@ Coated Accessories: Sprinkler Wrenches: Standard Wrench: Part No. 05000CM Wrench for coated and recessed Mi- crofast"i> Sidewall sprinklers: Part No. 07398W (1/2" ratchet required) Refer to Sprinkler Accessories for ap- proved escutcheons and other ac- cessories. 5. AVAilABilITY AND SERVICE Viking sprinklers are available through a network of domestic, Canadian, and in- ternational distributors, see the Yellow Pages of the telephone directory (listed under "Sprinklers Automatic Fire") or write to The Viking Corporation. 6. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Vi- king directly. 7. INSTALLATION WARNING: Viking sprinklers are manu- factured and tested to meet the rigid requirements of approving agencies. The sprinklers are designed to be in- stalled in accordance with recognized installation standards. Deviation from the standards or any alteration to the sprinkler after it leaves the factory in- cluding, but not limited to, painting, plat- ing, coating or modification, may render the sprinkler inoperative and will auto- matically nullify the approval and any guarantee made by The Viking Corporation. A. Sprinklers are to be installed in ac- cordance with the latest published standards of the National Fire Protec- tion Association, Factory Mutual, Loss Prevention Council, Assemblee Pleniere, Verband der Sachver- sicherer or other similar organiza- tions and also with the provisions of governmental codes, ordinances and standards whenever applicable. The use of Quick Response Sidewall sprinklers may be limited due to oc- cupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. B. Sprinklers must be handled with care. They must be stored in a cool, dry place in their original shipping con- tainer. Never install sprinklers that have been dropped, damaged in any way, or exposed to temperatures in excess of the maximum ambient tem- TECHNICAL DATA perature allowed. Never install any glass bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. These sprinklers should be destroyed immediately. C. Corrosion resistant sprinklers must be installed when subject to corrosive atmospheres. When installing corro- sion resistant sprinklers, take care not to damage the corrosion resistant coating. Use only the special wrench designed for installing coated Viking sprinklers. Any other wrench may damage the unit. o Use care when locating sprinklers near fixtures that can generate heat. 00 not install sprinklers where they vvill be exposed to temperatures that exceed the maximum recommended ambient temperature for the tem- perature rating uSE~d. E. The sprinklers must be installed after the piping is in place to prevent me- chanical damage. Before installing, make sure the appropriate model, style. orifice size and temperature rating with the desired response characteristic is used. 1. Install escutcheon, (if used) which is designed to thread on to the ex- ternal threads of the sprinkler. Refer to "Sprinkler Accessories" for ap- proved escutchE:ons and other ac- cessories. 2 Apply a small amount of pipe joint compound or tape to the external threads of the sprinkler only, taking care not to allow a build up of com- pound in the sprinkler inlet. 3. Install the sprinkler on the piping uSing the special sprinkler wrench only, taking care not to over-tighten or damage the sprinkler operating parts. 00 NOT use the deflector to start or thread the sprinkler into a. fitting. F. After installation, the entire sprinkler system must be tested in accordance with the recognized installation standards. The test is applied after the sprinkler installation to insure no damage has occurred to the sprinkler during shipping and installation, and to make sure the sprinkler has been properly tightened. If a thread leak should occur, normally the sprinkler must be removed, new pipe joint compound or tape applied and rein- stalled. This is due to the fact that when the joint seal is damaged, the June 9, 1997 Microfast@ MODEL M /M-5 QUICK RESPONSE SIDEWALL SPRINKLER sealing compound or tape is washed out of the joint. Air testing the sprin- kler piping prior to testing with water may be considered in areas where leakage during testing must be pre- vented. Refer to the Installation Standards. and the Authority Having Jurisdiction. G. Sprinklers must be protected from mechanical damage. Wet pipe sys- tems must be provided livith adequ3te heat. When installing Ouick Re- sponse Sprinklers on dry systems, refer to the Installation Standards and the Authority Having Jurisdiction: 8. MAINTENANCE NOTICE: The owner is responsible for maintaining the fire protection system and devices in proper operating condi- tion. For minimum maintenance and in- spection requirements, refer to the Na- tional Fire Protection Association Pam- phlet that describes care and mainte- nance of sprinkler systems. In addition, the Authority Having Jurisdiction may have additional maintenance, testing and inspection requirements which must be followed. A. Sprinklers must be inspected on a regular basis for corrosion, mechani- cal damage, obstructions, paint, etc. The frequency of the inspections may vary due to corrosive atmospheres, water supplies and activity around the device. B. Sprinklers that have been painted or mechanically damaged must be re- placed immediately. Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. Ouick Response Sprin- klers that are 20 years old shall be tested and/or replaced as required. Sprinklers that have operated cannot be reassembled or re-used, but must be replaced. When replacing sprin- klers, use only new sprinklers. C. The sprinkler discharge pattern is critical for proper fire protection. Nothing should be hung from, at- tached to, or otherwise obstruct the discharge pattern. All obstructions must be immediately removed or, if necessary, additional sprinklers in- stalled. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate system description and/or valve in- June 9,1997 ~IKlNG@ TECHNICAL DATA structions. Prior to removing the sys- tem from service, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the affected area. 1. Remove the system from service, draining all water and relieving all pressure on the piping. 2. Using the special sprinkler wrench, remove the old sprinkler and install the new unit. Care must be taken to replace the sprinkler with the proper model, style, orifice size, tempera- ture rating and response charac- teristics. A fully stocked spare sprin- kler cabinet should be provided for this purpose. 3. Place the systEm back in service and secure all valves. Check and repair all leaks. E. Sprinkler systems that have been subjected to a fin:! must be returned to Sprinkler 52 c Microfast@ MODEL M / M-5 QUICK RESPONSE SIDEWALL SPRINKLER .. service as soon as possible. The en- tire system must be inspected for damage and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion or high ambient tem- peratures, but have not operated, should be replaced. Refer to the Authority Having Jurisdiction for mini- mum replacement requirements. Microfast@ MODEL M I M-5 QUICK RESPONSE 3mm GLASS BULB SIDEWALL SPRINKLERS HORIZONTJ~L SIDEWALL A1X' Temperature Fmish Escutcheon KEY Thread I Nominal! Deflector I Nominal Overall Size i Orifice I Style : K Factor Length :~~~i ~~iin-il2;sj~~~~~o~;;~;~;!B~:~i1~'1~-~i.~r2In:5esi ~fr:~L~2Y : 1-._-~-~~_._~~-_. -- t ______.._______.._0._____._ __:_n_______ - -.-..~---------~ --- ------1--- ____n -- -- ---T~-----------~-~----~t-._~---~--- . ----,--- -.---.-- 1/2Hi15mml 1/2 : 15 !VerticalU/pr 06727B !5.5: 7,9 : 2.3 !58 ! D2X,E2Y Approval3 (For use in Light Hazard Occupancies) For use 4" to 6" (102-152mm) below ceiling - ULC FM4: -NYC'-s-- T-vDS LPCB A2X.B2Y A1X . ~~,~?~y--T~:~==___~_~~_ D2X D1X D2X Thread i Nominal, Deflector . Nominal i Overall __ Siz.~__l~Qrifk;e m_luu__$Jy1E?_T _ _ ~uK_fsKlQr_)LenattL___J_ Iii I ! 1 I 2' I I NPT, BSP Inchesl mm I Description i Base PIN I US! Metric ! Inchesl mm I UL ! -----t-----+------ r--------,-----,-_u---- I I -,----- 1/2": 15mm, ~3__l_1~J_~?~~~()~ta_I_+_~~?_~~_~_ 4~~~j ?~~_1_~2_~_~____~~ 1/2"i15mm11/2 i15!VerticaIU/P: 06727B 15.5! 7,9' 2.3158: Approval3 (For use in Light Hazard Occupancies) _~or_~s.e.~"- to 12" (152-3f24-,!.,1TI)_below_~eil!!29__1~__ ULC FM4 NYC 5 I VDS LPCB A2X Thread Nominal I Deflector Nominal i Overall I Approval (For use in Ordinary Hazard Occupancies) ~ize i Orifi~_~____ Style r-----_n-TJS.f~g1QU Lenqth r----------Eqr u~!!.1~~~C."!1~,,(J~~::?QimmL below ceilinIL-._______, NPT! BSP Ilndlesj mm LDescrie!i~~i?~~.E:!-!~!~~~-~~~ntf:ic~ Inches mm L__lJ.~__u_n_____g_-:LJ_~ FM4j __NYf_~_ VDS LPCB 1/2. i 15mml 1/2 \15 I Horizontal i 09533 j 5.5 i 7,9 2.5 64: A2X, C2Y A2X, C2Y APPROVED APPROVED TEMPERATURES FINISHES A-1350F (570C),1550F (680C), 1750F (790C), 2000F (930C), 2860F (1410C) B -- 1350F (S70C), and 1550F (680C) C -- 1350F (570C), 1550F (680C), 1750F (790C), and 2000F (930C) D -- 13SoF (S70C),lSsoF (680C), 1750F (790C), 2000F (930C), 2860F (1410C) with deflectors 4. (102mrn) to 6" (152mm) from wall. E- 13SoF (SJOC),1550F (680C), 17SoF (790C) , 2000F (930C), with deflectors 4" (102mm) to 6" (152mm) from wall. FOOTNOTES 1 - Brass and Chrome 2 - Brass, Bright Brass, Chrome, White Polyester 6, Navajo Polyester6, Black Teflon6 APPROVED ESCUTCHEONS x - Standard (Surface) only Y - Recessed with E-1 Recessed Escutcheon or F-l Adjustable Escutcheon Base part number shown. For complete part number, see price list. 2 Metric K Factor shown is for use when pressure is measured in kPa. When pressure is measured in BAR, multiply the metric K Factor shown by 10.0. 3 This Chart shows the listings and approvals available at the time of printing. Other approvals are in process. Check with the manufacturer for any additional approvals. UL, ULC, C-UL, FM, and NYC approval is limited to light hazard systems. FM Approved for use in wet pipe sprinkler systems (or preaction systems qualifying as we~ systems) for protection of occupancies described in the Factory Mutual Engineering and Research Loss Prevention Data Sheets and Technical Advisory Bulletins. Approved by the New York City Board of Standards and Appeals under Calendar Number 219-76-SA. 6 UL, ULC, C-UL and NYC approved as corrosion resistant sprinklt3r. Form No. 080688 ~ r==----r ~ 2-1/4" (57,2mm) I/Z" _-,,-,-J ( 1 5mm) I NPT Microfast<ID Model M Vertical Sidewall Sprinkler Base Part Number 067278 ~~.-"'l '-~ ! _"~'_ "0 r / \ ~ .:.-::.~ r (SO,fir-<r; Microfast<ID Model M Vertical Sidewall Sprinkler Base Part Number 067278 Installed Pendent with 1/8" (3,1 mm) Escutcheon -~_Y!?-=-- : (Sl.mm) I i __ , -l rr:' --~~'2!l . -7-- I I ! I I .! 1 \-, ; ',- r-",L-~-r 1--7/8" i' 1-1/C(Y.,7rr,m) (47.~mm) v, ,.M, i,", ".', ',urr, MaXIMum _=0 _ _ , , , .---..., = Microfast<ID Model M Vertical Sidewall Sprinkler Base Part Number 067278 Installed Pendent with Model E-1 Recessed Escutcheon L- Z-1/8"--i 'I' (S4mm) : , I , \ u~ v"ll, -.--, 7 j ~ I' ~ I . '--l~r--~l~.J 2-11/4" 1-5/8" (S7,2mm) I (41 ',.3mrr) ..' . :t Mlnlmu,,",' MQXlmum I i = ____1__ , -,~ -Nole; At maximum. adaptor is expose': 1/2" (12.7mm) from face of wall Microfast<!!> Model M Vertical Sidewall Sprinkler Base Part Number 06727B Installed Pendent with Model F-1 Adjustable Escutcheon 2-1/2" _I ( G.3.5mm) '-OD'~~ -~. I ; .~ 1 I - 1 /4" -: i'ilJ=--=-- - (31,Bmm) /2"/ ~____.___._t ( I 5 1"r ) :'liP! MicrofastE Model M Horizontal Sidewall Sprinkler Base Part Number 067258 i'^v-, _,,__3_~,~.! 1.'-:""-1 (::,t,;''T'rr,) j: j 1 _____._ Jln t-=~jf ) ! ---------- ! iJ ,!,j M icrofast<ID Model M Horizontal Sidewall Sprinkler 8ase Part Number 067258 Installed with H8" (3,1 mm) IEscutcheon \'" __1-:-~/?'~ ~(3~..1 rnrn) l -J! Vl!1IrTH..;m ;: 1 F[J -- --,-",- 7-~}/Y}" .1]I~b ~0<t (S4,7rrrr); , r'i~J~~~~f . (jt .. _/p . ,,-~ I ~__~1l.E3.~_ . _ '---v"- (54mm) Iilaximum Microfast@ Model M Horizontal Sidewall Sprinkler Base Part Number 06725B Installed with Model E-1 Recessed Escutcheon tv- . ! ; -y /8" i i 1-'- ----I ; I: (47,Gmm) i L__~ I MinimL:rT' \ 'i i (f,- ;'/,;,';;.)- ~~- r-'1 . .J 2,-1/2" _~ + - (G.3.5mm) Iilaximum- .Note: At maximum, adaptor is exposed 1/2" (12.7mm) from face of weil Microfast<8' Model M Horizontal SidElwall Sprinkler Base Part Number 067258 Installed with Model F-1 Adjustable Escutcheon Figure 1 Figure 2 Replaces Sprinkler page 52 a-c dated November 9, 1995 (Added C-UL Listing to Part No. 09533) L-Il/1b (68..3mm) .-~ (~~-l~) 1/2" j ~ , ~15r'1M; NP- Microfast<ID Model M-5 Horizontal Sidewall Sprinkler Bas~.e~rt Number 09533 I L 7~_!!~E. (5' .9'1'1"') -r Iff,! ~ ~~'\.\tl~- ~-o f. ~ k~,o+(\-~" I "'~ J /} V , ; 'L~===-:'-'- 1/ 1" MicrofasfS> Model M-5 Horizontal Sidewall Sprinkler Base Part Number 09533 Installed with 1/8" (3,1 mm) ~;cutcheon " 1-5/8..._ r' (41,3mm) : _ 1 ~ Mi"irr.H"" i i cr< FI..---~ ~j 2 -- 5,/, 3 2'11. r~,--- !Lc-~... ~.~.. _ l54,~mM) ~I~r--~: , ---..~~ ' -1 : [j _.2=.11~~___--, I_J,J-U (57,2mm) Maximum Microfast@ Model M-S Horizontal Sidewall Sprinkler Base Part Number 09533 Installed with Model E-1 Recessed Escutcheon ,0\, 2-1/16" , _.~ ---- f" (52,1.'11'11) _ ._ M""IIr-1t..T :------D ___ ---~~~---J "f-!-- (G5,7mm) Mo Ki",um. . Not,,: 01 maximum, adaptor is exposed 1/2" (12.7rnm) from face of wall Microfast<B' Model M-5 Horizontal Sidewall Sprinkler 8ase Part Number 09533 Installed with Model F-1 Adjustable Escutcheon Figure 3 Form No. 080688 III _ . Fire Protection by Computer Design SUMMIT FIRE PROTECTION 2788 CLEVELAND AVENUE ROSEVILLE MN 55113 651-439-8780 Job Name Building Location System Contract Data File HOLY CROSS NEW FELLOWSHIP HALL 14085 PIKE LAKE TRAIL PRIOR LAKE MN. 55372 1 130090 HCLL.WXF Computer Proqrams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 _K~ l;:'~V.J..~\".LLV!" .-<OSS l:'dye G Date Hydraulic Design Information Sheet Name - HOLY CROSS LUTHERAN CHURCH Location - 14085 PIKE LAKE TRAIL PRIOR LAKE MN. 55372 Building - NEW FELLOWSHIP HALL Contractor - HOLY CROSS LUTHERAN CHURCH Calculated By - C ORMSTON Construction: (X) Combustible () Non-Combustible Occupancy - NEW FELLOWSHIP HALL s Y S T E M (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) Figure D E S I G N Area of Sprinkler Operation - 1950 Density - .1 Area Per Sprinkler - 180 Elevation at Highest Outlet - 50 Hose Allowance - Inside - 50 Rack Sprinkler Allowance - 0 Hose Allowance - Outside - 50 Note Calculation Summary Date - 080700 system No. - 1 Contract No. - 130090 Drawing No. - 2 Ceiling Height - VERIES ()1()2()3 Curve ( ) Ex. Ha z . Made By Date System Type ( ) Wet (X) Dry ( ) Deluge ( ) preaction ( ) Other Sprinkler/Nozzle Make CENTRAL Model GBQR Size 1/2 K-Factor 5.6 Temp.Rat.155 Flow Required - 487.757 Press Required - 111.738 At Test C-Factor Used: 100 Overhead 140 Underground W A T E R Water Flow Test: Date of Test - 071200 Time of Test - 10:00AM Static Press - 119 Residual Press - 116 Flow - 1650 Elevation Rated Cap.- @ Press Elev. Pump Data: S U P P L Y Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location - AT SITE PIKE LAKE TRAIL AND~40TH Source of Information - FLOW TEST BY CI.TY .AND SUMMIT FIRE PROTECTION C o M M Commodity Storage Ht. Storage Method: % Class Area Solid Piled S T o R A G E Single Row Double Row Mult. Row Conven. Pallet Slave Pallet R A C K Flue Spacing Longitudinal Horizontal Barriers Provided: Computer Proqrams bv Hvdratec Inc. Route 111 Location Aisle W. Palletized % Rack ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shel f Encap. Non Clearance:Storage to Ceiling Transverse Windham N.H. USA 03087 UMMIT FIRE PROTECTION ~LY CROSS City Water Supply: C1-Static Pressure: 119 PSI C2-Residual Pressure: 116 PSI C2-Residual Flow: 1650 GPM Page 3 Date Pump Data: 150 t 140 130 t"l P 120 -' D2 R 110 r ,:> I D3 E 100 f I S 90 f I s 80 f I u 70 f I R 60 II E 50 ~ .I 40 f7 30 20 10 l- I' L 200 400 600 800 1000 1200 1400 FLOW ( N ^ 1.85 ) D1-Elevation: 20.789 PSI D2-System Flow:387.57 GPM D2-System Pressure:111.738 PSI Hose ( Adj City):O GPM Hose ( Demand) :100 GPM D3-System Demand:487.57 GPM s~ty Margin: 6.947 PSI :; , I omputer Programs by Hydratec Inc. 1600 1800 Route 111 Windham N.H. USA 03087 UMMIT FIRE PROTECTION Page 4 :>LY CROSS Date ~ 20.50 1 ./ t ...... 20.73 ~ 14.82 2 ./ ...... 20.73 2 41.23 3 62.94 100 < ./ ./ t ....... ....... 62.94 22.19 5 43.53 Ei 65.51 101 ./ ./ ./ ....... ....... ....... 22.83 8 47.05 102 < ~ ^ 175.50 ....... 22.45 10 46.26 :....03 < ./ '/221.76 ....... L 26.08 12 53.71 104 < ./ / 275.47 -....... 3 25.78 14 53.10 105 < ./ ....... 5 28.65 16 58.99 107 < ./ -....... )0 62.94 101 128.45 102 175.50 103 221. 76 104 275.47 105 328.58 106 328.57 107 387.56 108 387.57 109 387.57 110 387.57 111 < ./ ~ ~ ./ ~ ./ ~ ./ ./ ./ ........ ...... ...... ...... ...... ...... ...... ....... ...... ...... orr~uter Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 UMMIT FIRE PROTECTION :>LY CROSS L1 112 387.57 / ....... 387.57 < 113 387.57 114 / "- omputer Programs by Hydratec Inc. 387.57 ./ ....... Route 111 115 387.57 / ....... Page 5 Date 116 387.57 / ....... 117 387.56 """" ....... Windham N.H. USA 03087 118 387.57 119 / ....... 387.57 < TOSR 387.57 pRY < 387.57 VA < UMMIT FIRE PROTECTION JLY CROSS ~ 387.57 < BASE 437.57 ,,- ......... 200 437.57 < omputer Programs by Hydratec Inc. HYD 487.57 < Route 111 TES~ Page 6 Date Windham N.H. USA 03087 -' J:"nV.L.L:J'-'.L.L.V1'1 .is .:.ing Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard. -Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic TeE~ Detector Check Valve Long Turn Elbow Medium Turn Elhow PVC standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firel"OckElbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch .t:'d~e I Date Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 _K.l!.. J:"KVT.l!.,""-.L.l.Vl\1 J:"c:ll.:le 0 rlOSS Date -Jnadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 ;2 2 1/2 3 3 1/2 4 A 7.7 21. 5 17.0 B 7 10 12 c 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 5 6 6 8 N 7 7 7 8 9 n 12 13 0 3 3 5 6 8 10 12 15 p 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 2 2 S 4 5 5 7 9 :_1 14 16 19 22 T 3 4 5 6 8 :,0 12 15 17 20 U :__ 8 2.2 2.6 3.4 V 3.5 4.3 5 6.8 W 10.3 X 8.5 10.8 13 16 y 2.0 4.0 5.0 6.0 8.0 :_0.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 "/ 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 ?3 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 "/6 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31. 8 35.8 27.4 X 21 25 33 y Z 12 14 18 22 27 35 40 45 50 61 Computer Proqrams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 .l.~~ Jr'~VT J:!. \..J.: .l. Vi" J:".c:l.yt: :;j _ROSS Date Node Elevation K-Fact pt Pn Flow Density Area PreSB No. Actual Actual Added Req. Req. 1A 50 5.6 13.4 na 20.5 .10 205 7 2A 50 5.6 7 na 14.82 .10 60 7 1 50 K K @ 2 13.94 na 20.73 2 50 K K @ 1 14.85 na 20.5 3 50 K K @ 1 16.66 na 21.71 4 50 K K @ 2 15.97 na 22.19 5 50 K K @ 1 16.1 na 21. 35 6 50 K K @ 1 17.07 na 21. 98 7 50 K K @ 1 18.42 na 22.83 8 50 K K @ 1 20.72 na 24.22 9 50 K K @ 1 17.81 na 22.45 10 50 K K @ 1 20.04 na 23.81 11 50 K K @ 1 24.03 na 26.08 12 50 K K @ 1 26.98 na 27.63 13 50 K K @ 1 23.49 na 25.78 14 50 K K @ 1 26.37 na 27.32 15 50 K K @ 1 29.02 na 28.65 16 50 K K @ 1 32.52 na 30.34 100 50 20.56 na 101 50 20.6 na 102 50 23 na 103 50 23.3 na 104 50 29.88 na 105 50 30.59 na 106 50 32.53 na 107 50 37.63 na 108 50 56.81 na 109 50 58.79 na 110 50 60.02 na 111 50 61. 6 na 112 50 64.14 na 113 50 65.54 na 114 50 66.95 na 115 50 67.65 na 116 50 69.75 -na 117 50 72.88 na 118 50 80.91 na 119 50 81. 61 na TOSR 50 83.33 na DRY 45 85.83 na VA 42 88.45 na BASE 41 90 na 50 200 32 96.78 na HYD 32 96.91 na 50 TEST 2 111.74 na The maximum velocity is 28.93 and it occurs in the pipe between nodes 105 and 106 Computer Proqrams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 J.~ ~V.J..~\"'..l. J. Vi'4 i:'d.Y~ J.V ....ROSS Date rlyd. Qa Dia. Fitting Pipe pt pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1A 20.50 1.104 2E 1.831 1.500 13.401 K Factor = 5.6 to 100 IT 4.577 8.242 1 20.50 0.1488 9.742 1.450 Vel = 6.871 20~50 14.851 K Factor = 5.32 2A 14.82 1.104 1.500 7.000 K Factor 5.6 to 100 2 14.82 0.0813 1.500 0.122 Vel = 4.967 14.82 7.122 K Factor 5.55 1 20.73 1.104 6.000 13.939 K Factor @ node 2 to 100 2 20.73 0.1518 6.000 0.911 Vel = 6.948 2 20.50 1.452 12.670 14.851 K Factor@ node 1 to 100 3 41.23 0.1427 12.670 1.808 Vel = 7.989 3 21.71 1.452 IT 5.486 7.000 1-6.659 K Factor@node 1 to 100 5.488 100 62.94 0.3121 12.488 3.898 Vel = 12.195 62.94 20.557 K Factor 13.88 4 22.cl9 1.687 6.000 15.972 K Factor @ node 2 to 100 5 22.19 0.0218 6.000 0.131 Vel = 3.185 5 21.34 1.687 12.670 16.103 K Factor @node 1 to 100 6 43.53 0.0760 12.670 0.963 Vel = 6.248 6 21.&B 1.687 2E 3.584 7.500 17.066 K F.actor@ node 1 to 100 IT 7.168 14.342 101 65.51 0.1619 21.842 3.536 Vel = 9.403 65~51 20.602 K Factor 14.43 7 22.83 1.104 12.670 18.422 K Factor @ node 1 to 100 8 22.83 0.1816 12.670 2.301 Vel = 7.652 8 24.22 1.452 1T 5.486 7.000 20.723 K Factor @ node 1 to 100 5.488 102 47.05 0.1823 12.488 2.276 Vel = 9.116 47.05 22.999 K Factor 9.81 9 22.45 1.104 12.670 17.810 K Factor @ node 1 to 100 10 22.45 0.1761 12.670 2.231 Vel = 7.524 10 23.81 1.452 2E 2.743 7.500 20.040 K Factor@ node 1 to 100 IT 5.486 10.976 103 4 6 . 2-6 0.1766 18.476 3.263 Vel = 8.963 Computer Proqrams bv Hvdratec Inc. Route III Windham N.H. USA 03087 ..1.K.I:.o ~V:.l'-.I:.oL,"J:.1.V!\1 ~c:lyt: .1..1. .;ROSS Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 46~26 23.303 K Factor = 9.58 11 26.08 1.104 12.670 24.034 K Factor @ node 1 to 100 12 26.08 0.2323 12.670 2.943 Vel = 8.741 12 27.63 1.452 1T 5.486 7.000 26.977 K Factor@ node 1 to 100 5.488 104 53.71 0.2328 12.488 2.907 Vel = 10.407 53,71 29.884 K Factor 9.83 13 25.78 1.104 12.670 23.493 K Factor @ node 1 to 100 14 25.78 0.2274 12.670 2.881 Vel = 8.640 14 27.32 1.452 2E 2.743 7.500 26.374 K Factor @ node 1 to 100 IT 5.486 10.976 105 53.~0 0.2279 18.476 4.211 Vel = 10.288 53.10 30.585 K Factor 9.60 15 28.65 1.104 12 .670 29.016 -K Factor @ node 1 to 100 16 28.65 0.2764 12.670 3.502 Vel = 9.602 16 30.34 1.452 2E 2.743 7.5-00 32.519 K Factor-@node 1 to 100 1T 5.486 10.976 107 58.99 0.2769 18.476 5.116 Vel = 11.430 58.99 37.635 K Factor = 9.62 100 62.94 2.154 1.000 20.557 to 100 101 62.94 0.0460 1.000 0.046 Vel 5.541 101 65.51 2.154 14.000 20.603 to 100 102 128.45 0.1711 14.000 2.396 Vel 11.309 102 47.05 2.154 1.000 22.999 to 100 103 175.50 0.3050 1.000 0.305 Vel 15.452 103 46.26 2.154 14.000 23.304 to 100 104 221.76 0.4700 14.000 6.580 Vel 19.525 104 53.71 2.154 1.000 .29.884 to 100 105 275.4.7 0.7020 1.000 0.702 Vel 24.253 105 53.11 2.154 2.000 .30.586 to 100 106 328.58 0.9730 2.000 1.946 Vel 28.929 106 -0.01 2.635 14.000 32.532 to 100 107 32~. 57 0.3645 14.0-00- 5.103 Vel 19.331 Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 .l.t<.~ t't<.UT~""'..L .l.U!'II t'cl~l::: .l.L. ~ROSS Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "c" or Ftng's Pe pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf pn 107 58.99 2.635 21 5.879 27.000 37.635 to 100 11.763 108 387.56 0.4947 38.763 19.177 Vel 22.802 108 0.01 2.635 4.000 56.812 to 100 109 387.57 0.4948 4.000 1.979 Vel 22.802 109 3.26 7.000 58.791 to 100 110 387.57 0.1754 7.000 1.228 Vel 14.897 110 3.26 9.000 60.019 to 100 III 387.57 0.1754 9.000 1.579 Vel 14.897 III 3.26 1J 12.469 2.000 61.599 to 100 12.475 112 387.57 0.1755 14.475 2.540 Vel 14.897 112 3.26 8.000 64.139 to 100 113 387.57 0.1755 8.000 1.404 Vel 14.897 113 3.26 8.000 65.542 to 100 114 387.57 0.1755 8.000 1.404 Vel 14.897 114 3.26 4.000 66.946 to 100 115 387.57 0.1755 4.000 0.702 Vel 14.897 115 3.26 12.000 67.648 to 100 116 387.57 0.1755 12.000 2.106 Vel 14.897 116 3.26 II 4.796 13.000 69.754 to 100 4.798 117 387.57 0.1755 17.798 3.123 Vel = 14.897 117 -0.01 3.26 II 4.796 41.000 '72.877 to 100 4.798 118 387.56 0.1755 45.798 8.036 Vel 14.897 118 0.01 3.26 4.000 80.913 to 100 119 387.57 0.1755 4.000 0.702 Vel 14.897 119 3.26 11 4.796 5.000 :81.615 to 100 4.798 TOSR 387.57 0.1754 9.798 1.719 Vel = 14.897 TOSR 4.26 7.000 83.334 to 100 2.166 DRY 387.57 0.0477 7.000 0.334 Vel 8.724 DRY 4.026 1D 19.984 1.000 85.833 to 100 19.992 1.299 VA 387.57 0.0628 20.992 1.318 Vel 9.768 VA 4.026 IS 22.000 1.000 :38.451 to 120 IG 2.000 24.000 0.433 BASE 387-.5/ 0.0448 25.000 1.120 Vel 9.768 Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 .t.l'\~ ~V-J.-~\"'-J.- J.Vl'l J:'dYt: J..;) ..,ROSS Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "c" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn BASE 50.00 4.1 IE 14.534 60.000 90.004 Qa = 50 to 140 14.534 3.898 200 437.57 0.0386 74.534 2.876 Vel = 10.633 200 6.16 IG 4.304 20 . 80-0 96.778 to 140 4.304 HYD 437.57 0.0053 24.304 0.129 Vel = 4.711 HYD 50.00 6.16 IT 43.037 220.000 96.907 Qa = 50 to 140 IE 20.084 63.121 12.993 TEST 487.57 0.0065 283.121 1.838 Vel = 5.249 487.57 111.738 K Factor 46.13 Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 III - - Fire Protection by Computer Design SUMMIT FIRE PROTEC'I'ION 2788 CLEVELAND AVENUE ROSEVILLE MN 55113 651-439-8780 M.'" If 1 Fl. SHe. Job Name Building Location System Contract Data File HOLY CROSS 14085 PIKE LAKE TRAIL PRIOR LAKE MN. 55372 1 130090 HCA.WXF Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 . ,t;'-J:\V-J.-~~-J.- .!.Vl'l/ .....:5S J:"dyt: " Date Hydraulic Design Information Sheet Name - HOLY CROSS LUTHERAN CHURCH Location - 14085 PIKE LAKE TRAIL PRIOR LAKE MN. 55372 Building - Contractor - HOLY CROSS LUTHERAN CHURCH Calculated By - C ORMSTON Construction: (X) Combustible ) Non-Combustible Occupancy - UNUSED ATTIC S Y S T E M (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) Figure o E S I G N Area of Sprinkler Operation - 1950 Density - .1 Area Per Sprinkler - 400 Elevation at Highest Outlet - 65 Hose Allowance - Inside - 50 Rack Sprinkler Allowance - 0 Hose Allowance - Outside - 50 Note NEW ADDITION ATTIC SPACE Calculation Summary Date - 080700 System No. - 1 Contract No. - 130090 Drawing No. - 2 Ceiling Height - VERIES ()1()2()3 Curve ( ) Ex.Haz. Made By Date System Type ( ) Wet (X) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make CENTRAL Model BB2 17/32 Size 17/32 K-Factor 7.8 Temp.Rat.200 Flow Required - 381.66 Press Required - 107.902 At Test C-Factor Used: 100 Overhead 140 Underground W A T E R Water Flow Test: Date of Test - 071200 Time of Test - 10:00AM Static Press - 119 Residual Press - 116 Flow - 1650 Elevation Rated Cap.- @ Press Elev. Pump Data: S U P P L Y Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location - AT SITE PIKE LAKE TRAIL AND 140TH Source of Information - FLOW TEST BY CITY AND SUMMIT FIRE PROTECTION C o M M Commodity Storage Ht. Storage Method: % Class Area Solid Piled S R T A o C R K A G E Single Row Double Row Mult. Row Conven. Pallet Slave Pallet Flue Spacing Longitudinal Horizontal Barriers Provided: Computer PrOGrams bv Hvdratec Inc. Route 111 Location Aisle W. Palletized % Rack ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shel f Encap. Non Clearance:Storage to Ceiling Transverse Windham N.H. USA 03087 UMMIT FIRE PROTECTION JLY CROSS Page 3 Date City Water Supply: C1-Static Pressure: 119 PSI C2-Residual Pressure: 116 PSI C2-Residual Flow: 1650 GPM Pump Data: 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 ~ ~1 D;' c:v--€ D~ D1-Elevation: 31.616 PSI ,D2-System Flow:281.66 GPM D2-System Pressure:107.902 PSI Hose ( Adj City):O GPM Hose ( Demand ):100 GPM D3-System Demand: 381. 66 GPM s~ty Margin: 10.898 PSI ~ 1600 1800 :n 200 400 1200 1400 FLOW ( N ^ 1.85 ) 600 800 1000 omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 UMMIT FIRE PROTECTION Page 4 JLY CROSS Date 38.00 2 76.09 3 114.48 4 153.53 5 193.68 6 235.45 100 < < ./ ,~ ./ ./ ----.. -----.. ----.. ----.. 46.21 100 281. 66 106 281. 66 107 281. 66 108 281. 66 109 281. 66 110 281. 66 111 281. 66 112 281.66 113 281.66 114 281. 66 115 < < ./ < ./ ./ ./ < < < < -----.. ----.. ----.. ...... omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 UMMIT FIRE PROTECTION JLY CROSS L5 281. 66 116 < 281. 66 117 < 281. 66 118 < omputer Programs by Hydratec Inc. 281. 66 119 < Route 111 Page 5 Date 281. 66 TOSR 281. 66 DRY ./ ./ -----.. ----.. 281. 66 VA ./ ----.. Windham N.H. USA 03087 281. 66 BASE 331. 66 200 ./ ./ ----.. -----.. 331. 66 HYD 381. 66 TEST < < U:MMIT FIRE PROTECTION :>LY CROSS ~ST omputer Programs by Hydratec Inc. Route 111 Page 6 Date Windham N.H. USA 03087 _1.ng Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R S T U V W X Y Z Generic Alarm V.3. Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector-Check Valve Long Turn Elbow Medium Turn -Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Contr-ol Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' FirelockElbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch J:"d.yt: I Date Computer ProGrams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 ...:.. J:"l'\VT~IvT J.V!'I/ J:"d(;:lt: 0 .0SS Date -.Jnadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 A 7.7 21. 5 17.0 B 7 10 12 c 1 1 1 1 1 1 1 1 1 0 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5 6.8 W 10.3 X 8.5 10.8 13 16 y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 c 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 -98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31. 8 35.8 27.4 X 21 25 33 y Z 12 14 18 22 27 35 40 45 50 61 Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 .u J:"1'\VT~\...T J. Vl'l/ J:"dyt: ':1 .JSS Date Node Elevation K-Fact pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1 75 7.8 23.73 na 38 .1 380 23.7 2 75 7.8 23.84 na 38.09 .1 380 23.7 3 75 7.8 24.23 na 38.4 .1 380 23.7 4 75 7.8 25.06 na 39.05 .1 380 23.7 5 75 7.8 26.49 na 40.15 .1 380 23.7 6 75 7.8 28.69 na 4-1.78 .1 380 23.7 7 75 7.8 35.09 na 46.21 .1 380 23.7 100 75 35.37 na 106 50 53.45 na 107 50 57.29 na 108 50 67.91 na 109 50 69.01 na 110 50 69.69 na 111 50 70.57 na 112 50 71.97 na 113 50 72.75 na 114 50 73.53 na 115 50 73.92 na 116 50 75.08 na 117 50 76.81 na 118 50 81. 27 na 119 50 81. 66 na TOSR 50 82.61 na DRY 45 84.96 na VA 42 86.99 na BASE 41 88.04 na 50 200 32 93.66 na HYD 32 93.74 na 50 TEST 2 107.9 na The maximum velocity is 20.73 and it occurs in the pipe between nodes 6 and 100 computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 ..... J;'~VT~\...TJ.Vl'1/ J:"~yt .LV .JSS Date ~1 yd . Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 38.00 2.154 6.000 ,23.734 K Factor = 7.8 to 100 2 38.00 0.0180 6.000 0.108 Vel = 3.346 2 38.09 2.154 6.000 23.842 K Factor = 7.8 to 100 3 76.09 0.0650 6.000 0.390 Vel = 6.699 3 38.39 2.154 6.000 24.232 K Factor = 7.8 to 100 4 114.48 0.1383 6.000 0.830 Vel = 10.079 4 39.05 2.154 6.000 25.062 K Factor = 7.8 to 100 5 153.53 0.2380 6.000 1.428 Vel = 13.517 5 40.15 2.154 6.000 26.490 K Factor = 7.8 to 100 6 193.68 0.3658 6.000 2.195 Vel = 17.052 6 41.77 2.154 1T 8.724 4.000 28.686 K Factor = 7.8 to 100 8.728 100 235.45 0.5251 12.728 6.684 Vel = 20.730 235.45 35.370 K Factor 39.59 7 46.21 2.154 1T 8.724 2.000 35.092 K Factor 7.B to 100 8.728 100 46.21 0.0258 10.728 0.277 Vel = 4.068 100 235.45 2.635 1J 10.582 10.000 35.369 to 100 II 5.879 16.467 10.828 106 281.66 0.2741 26.467 7.255 Vel 16.571 106 2.635 14.000 53.452 to 100 107 281.66 0.2741 14.000 3.838 Vel 16.571 107 2.635 2I 5.879 27.000 57.289 to 100 11.763 108 281.66 0.2741 38.763 10.625 Vel 16.571 108 2.635 4.000 67.914 to 100 109 281.66 0.2740 4.000 1.096 Vel 16.571 109 3.26 7.000 69.011 to 100 110 281.66 0.0973 7.000 0.681 Vel 10.826 110 3.26 9.000 69.691 to 100 111 281.66 0.0972 9.000 0.875 Vel = 10.826 111 3.26 1J 12.469 2.000 70.566 to 100 12.475 112 281.66 0.0972 14.475 1.407 Vel 10.826 112 3.26 8.000 71.974 to 100 113 281.66 0.0973 8 . 00-0 0.778 Vel 10.826 Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 -.:.. t:'l'\VT~\"'-l- J. Vi'l/ J:"d.yt: J.J. .JSS Date rlyd. Qa Dia. Fitting Pipe pt pt Ref. "c" or Ftng's Pe pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 113 3.26 8.000 72.751 to 100 114 281.66 0.0973 8.000 0.778 Vel 10.826 114 3.26 4.000 73.529 to 100 115 281.66 0.0973 4.000 0.389 Vel 10.826 115 3.26 12.000 73.918 to 100 116 281.66 0.0973 12.000 1.167 Vel 10.826 116 3.26 11 4.796 13.000 75.085 to 100 4.798 117 281.66 0.0972 17.798 1.730 Vel 10.826 117 3.26 11 4.796 41.000 76.815 to 100 4.798 118 281.66 0.0972 45.798 4.453 Vel 10.826 118 3.26 4 .-0 00 81.267 to 100 119 281.66 0.0973 4.000 0.389 Vel 10.826 119 3.26 11 4.796 5.000 81.656 to 100 4.798 TOSR 281.66 0.0973 9.798 0.953 Vel 10.826 TOSR 4.26 7 .000 82.609 to 100 2.166 DRY 281.66 0.0264 7.000 0.185 Vel 6.340 DRY 4.026 1D 19.984 1.000 84.959 to 100 19.992 1.299 VA 281.66 0.0348 20.992 0.730 Vel 7.099 VA 4.026 IS 22.000 1.00-0 86.989 to 120 1G 2.000 24.000 0.433 BASE 281.66 0.0248 25.000 0.621 Vel = 7.099 BASE 50.00 4.1 1E 14.534 60.000 88.043 Qa = 50 to 140 14.534 3.898 200 331.66 0.0231 74.534 1.723 Vel = 8.060 200 6.16 1G 4.304 20.000 93.663 to 140 4.304 HYD 331.66 0.0032 24.304 0.077 Vel = 3.570 HYD 50.00 6.16 1T 43.037 220.-0-00 93.740 Qa = 50 to 140 IE 20.084 63.121 12.993 TEST 381.66 0.0041 283.121 1.168 Vel = 4.109 381.66 107.901 K Factor 36.74 Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 III _ _ Fi..e P..otection by Compute.. Design SUMMIT FIRE PROTECTION 2788 CLEVELAND AVENUE ROSEVILLE MN 55113 651-439-8780 Job Name Building Location System Contract Data File HOLY CROSS EXIST. CLASS ROOM AND OFFICES 14085 PIKE LAKE TRAIL PRIOR LAKE MN. 55372 1 130090 HCL2.WXF Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 _ ~.L~.t'.. J;:"rtV.L.t'..\-.L.LV1'l u'!. CROSS J:"c1.yt: " Date Hydraulic Design Information Sheet Date - 080700 Name - HOLY CROSS LUTHERAN CHURCH Location - 14085 PIKE LAKE TRAIL PRIOR LAKE MN. 55372 Building - EXIST. CLASS ROOM AND OFFICES Contractor - HOLY CROSS LUTHERAN CHURCH Calculated By - C ORMSTON :onstruction: (X) Combustible () Non-Combustible Jccupancy - EXISTING OFFICES System No. - 1 Contract No. - 130090 Drawing No. - 1 Ceiling Height - 9-0 { Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 () Ex.Haz. ( ) Figure Curve 3 (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling 3 r 1 Area of Sprinkler Operation - 1950 Density - .1 Area Per Sprinkler - 180 Elevation at Highest Outlet 50 Hose Allowance - Inside 50 Rack Sprinkler Allowance 0 Hose Allowance - Outside 50 ) .; ...J Note Made By Date Sys.tem Type ( ) Wet (X) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make CENTRAL Model GBQR Size 1/2 K-Factor 5.6 Temp.Rat.155 :alculation 3 umma ry Flow Required - 531.4 C-Factor Used: 100 Press Required - 102.654 At Test Overhead 140 Underground '1 Water Flow Test: Pump Data: Tank or Reservoir: 'J.. Date of Test - 071.200 Cap. - r Time of Test - 10:00AM Rated Cap.- Elev.- Static Press 119 @ Press <- Residual Press - 116 Elev. Well Flow - 1650 Proof Flow :) Elevation ? ? Location - AT SITE PIKE LAKE TRAIL AND 140TH L Source of Information - FLOW TEST BY CITY AND SUMMIT FIRE PROTECTION '{ J '1 V1 Commodity Storage Ht. Storage Method: Class Location Area Aisle W. % Palletized % Solid Piled 3 R A C K Single Row Double Row Mult. Row Conven. Pallet Slave Pallet r J R A. G E Flue Spacing Longitudinal Horizontal Barriers Provided: Computer Proarams bv Hvdratec Inc. Route 111 Rack ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shel f Encap. Non Clearance:Storage to Ceiling Transverse Windham N.H. USA 03087 UMMIT FIRE PROTECTION :>LY CROSS City Water Supply: C1-Static Pressure: 119 PSI C2-Residual Pressure: 116 PSI C2-Residual Flow: 1650 GPM Page 3 Date Pump Data: 10 L I, I , , , I I I I 200 400 600 800 1000 1200 1400 1600 FLOW ( N ^ 1.85 ) omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1800 lJMMIT FIRE PROTECTION Page 4 :>l.Y CROSS Date \ 18.00 1 < \ 15.20 2 < t 19.00 18.37 3 < 19.00 3 37.37 3A 37.37 5 < < ./ ...... 21. 46 5 58.82 6 82.31 12 < < ./ ----.. 15.20 8 31.12 11 < < 16.92 10 34.72 11 65.84 12 148.14 14 < < ./ ./ ...... ----.. 27.30 14 175.44 17 < < 25.22 16 51. 77 17 227.21 19 < < ./ ...... 3 31.76 19 258.97 26 < < ) 15.96 21 32.41 22 50.20 24 < < ./ ----.. 25.79 24 75.99 25 103.30 26 362.26 117 < < ./ -- ----.. -----.. 33.52 28 69.13 28A 69.13 119 < < t ./ t 431. 40 69.~ L7 362.27 118 362.27 119 431.40 TOSR 4 31 . 40 DRY 431.40 VA 431.40 BASE 481.40 200 481.40 HID 531.40 TEST < < ./ ./ -- ./ .,.- .,.- .,.- ----.. ----.. ----.. ----.. ----.. ----.. ...... omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .,OSS Date fitting Legend Abbrev. Name A B c D E F G H I J K L M N o p Q R S T U V W X y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 ..:.L.t<.~ rl'\V.L~\"'T .LVi'l/ rd<::Jt: 0 - CROSS Date Jnadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 7.7 21. 5 17.0 7 10 12 1 1 1 1 1 1 1 1 1 9.5 17 28 - 2 2 3 4 5 6 7 8 10 1 1 1 1 2 2 3 3 3 4 1 1 1 1 2 1 1.5 2 2 3 3 3.5 3.5 2 3 4 3.5 6 5.0 8 7 4.5 6 8 8.5 10.8 13 17 16 14 14 1 2 2 2 3 4 5 5 6 2 2 3 3 4 5 6 6 8 7 7 8 9 11 ' ') 13 -'--L 3 3 5 6 8 10 12 15 1 1 2 ') ') 3 4 18 29 35 1 1 1 1 1 L 2 5 5 7 9 11 14 16 19 22 3 4 5 6 8 10 12 15 17 20 1.8 2.2 2.6 3.4 3.5 4.3 5 6.8 10.3 8.5 10.8 13 16 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 2 2 2 3 4 :; 6 7 8 10 5 6 8 10 12 14 16 18 20 24 17 27 29 9 10 12 19 21 1 1 1 1 1 1 1 1 1 47 12 14 18 22 27 35 40 45 50 61 5 7 9 11 13 17 19 21 24 28 2 3 4 5 6 8 10 11 13 4.5 5 6.5 8.5 10 18 20 23 25 30 8.5 10 13 17 20 n 25 33 36 40 21 25 33 41 50 65 78 88 98 120 36 55 45 8 9 13 16 18 .?4 27 30 34 40 " 10 12 16 19 22 r ) .2 33 27 32 45 55 65 76 87 98 109 130 25 30 35 50 60 ~, 1 81 91 101 121 4.2 5.0 5.0 8.5 10 13 13.1 31. 8 35.8 27.4 21 25 33 12 14 18 22 27 35 40 45 50 61 Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 ~.L~~ 1:' ~V.l~ ~...,;J,_.L Vl'll 1:'d~t: ...i CROSS Date Node Elevation K-Fact pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1A 49 5.6 10.33 na 18 .10 180 7 2A 49 5.6 7.37 na 15.2 .10 152 7 1 50 K K @ 1 11. 5 na 18.37 2 50 K = K @ 1 12.29 na 19 3 50 13.21 na 3A 50 16.6 na 4 50 K K @ 1 15.68 na 21.46 5 50 17.96 na 6 50 K K @ 1 18.79 na 23.48 7 50 K K @ 2 7.06 na 15.2 8 50 K K @ 2 7.75 na 15.92 9 50 K K @ ;:: 8.75 na 16.92 10 50 K K @ 2 9.69 na 17.8 11 50 12.87 na 12 50 20.33 na 13 50 K K @ 2 22.78 na 27.3 14 50 25.46 na 15 50 K K @ 2 19.44 na 25.22 16 50 K K @ 2 21.55 na 26.55 17 50 29.46 na 18 50 K K @ 2 30.83 na 31.76 19 50 32.69 na 20 50 K K @ 2 7.78 na 15.96 21 50 K K @ ::: 8.28 na 16.46 22 50 K K @ 2 9.67 na 17.79 23 50 K K @ 2 20.33 na 25.79 24 50 21. 69 na 25 50 K K @ .-, 22.8 na 27.31 L 26 50 36.45 na 27 50 K K @ 2 34.34 na 33.52 28 50 K K @ 2 38.77 na 35.61 28A 50 59.33 na 117 50 62.94 na 118 50 70.03 na 119 50 70.65 na TOSR 50 72.74 na DRY 45 75.32 na VA 42 78.22 na BASE 41 80.02 na 50 200 32 87.35 na HYD 32 87.51 na 50 TEST 2 102.65 na 'he maximum velocity is 32.61 and it occurs in the pipe between nodes 17 and 19 ~omputer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 ~J.l'\~ t ...KUJ. ~\.., J. J. Vl'l/ J:"dyt: 0 ..J{ CROSS Date :iyd. Qa Dia. Fitting Pipe pt pt ~ef . "c" or Ftng's pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1A 18.00 1.104 2E 1.831 1.500 10.332 K Factor = 5.6 to 100 IT 4.577 8.242 -0.433 1 18.00 0.1170 9.742 1.140 Vel = 6.033 18.00 11.039 K Factor 5.42 2A 15.20 1.104 1.500 7.367 K Factor 5.6 to 100 -0.433 2 15.20 0.0853 1.500 0.128 Vel = 5.094 15.20 7.062 K Factor 5.72 1 18.37 1.104 IT 4.577 9.500 11.497 K Factor @ node 1 to 100 4.579 3 18.37 0.1215 14.079 1.710 Vel = 6.157 18.37 13.207 K Factor 5.05 2 19.00 1.104 IT 4.577 2.500 12.293 K Factor @ nod-e 1 to 100 4.579 3 19.00 0.1293 7.079 0.915 Vel = 6.368 3 18.37 1.104 7.500 13.208 to 100 3A 37.37 0.4519 7.500 3.389 Vel 12.525 3A 1.452 IT 5.486 6.0DO 16.596 to 100 5.488 5 37.37 0.1190 11.488 1.367 Vel 7.241 37.37 17.963 K Factor 8.82 4 21.46 1.104 IT 4.577 9.500 15.684 K Factor @ node 1 to 100 4.579 5 21.46 0.1619 14.079 2.280 Vel = 7.193 5 37.36 1.452 3.000 17.963 to 100 6 58.82 0.2753 3.000 0.826 Vel = 11.397 6 23.49 1.452 3.000 18.789 K Factor @ node 1 to 100 12 82.31 0.5127 3.000 1.538 Vel = 15.948 82.31 20.327 K Factor 18.26 7 15.20 1.104 8.BOO 7.063 K Factor @ node 2 to 100 8 15.20 0.0856 8.000 0.685 Vel = 5.094 8 15.92 1.104 1E 1.831 9.500 7.747 K Factor @ node 2 to 100 IT 4.577 6.411 11 31.12 0.3221 15.911 5.125 Vel = 10.430 31.12 12.872 K Factor 8.67 Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 .:J.l'\~ J:"l'\Vl~\....l J.Vl'l/ ~dyt: :1 .... CROSS Date {yd. Qa Dia. Fitting Pipe pt pt ~ef . "C" or Ftng's Pe Pv ******* Notes ****** Join t Qt Pf/UL Eqv. Ln. Total Pf Pn 9 16.92 1.104 9.000 8.748 K Factor @ node 2 to 100 10 16.92 0.1043 9.000 0.939 Vel = 5.671 10 17.80 1.104 IT 4.577 3.500 9.686 K Factor @ node 2 to 100 4.579 11 34.72 0.3944 8.079 3.186 Vel = 11.637 11 31.12 1.452 2E 2.743 11.000 12.872 to 100 1T 5.486 10.976 12 65.84 0.3393 21.976 7.456 Vel 12.757 12 82.30 1.687 7.000 20.327 to 100 14 148.14 0.7326 7.000 5.128 Vel 21.263 148.14 25.455 K Factor 29.36 13 27.30 1.104 1T 4.577 6.00{) 22.781 K Factor @ nod-e 2 to 100 4.579 14 27.30 0.2528 10.579 2.674 Vel = 9.150 14 148.14 1.687 4.000 25.455 to 100 17 175.44 1.0018 4.000 4.007 Vel 25.182 175.44 29.462 K Factor 32.32 15 25.22 1.104 2E 1.831 6.000 19.441 K Factor @ node 2 to 100 3.663 16 25.22 0.2184 9.663 2.110 Vel = 8.453 16 26.55 1.104 1T 4.577 5.000 ~~1.551 K Factor @ node 2 to 100 4.579 17 51.77 0.8259 9.579 7.911 Vel = 17.351 17 175.44 1.687 2.000 29.462 to 100 19 227.21 1.6160 2.000 3.232 Vel 32.613 227.21 32.694 K Factor 39.74 18 31.76 1.104 IT 4.577 1.000 30.829 K Factor @ node 2 to 100 4.579 19 31.76 0.3345 5.579 1.866 Vel = 10.645 19 227.21 2.154 6.000 32.694 to 100 26 258.97 0.6262 6.000 3.757 Vel 22.801 258.97 36.451 K Factor 42.89 20 15.96 1.104 IE 1.831 3.500 7.782 K Factor @ node 2 to 100 1.832 21 15.96 0.0936 5.332 0.499 Vel = 5.349 21 16.45 1.104 4.000 8.281 K Factor @ node 2 to 100 22 32".41 0-.3473 4.000 1.389 Vel = 10.863 Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 ~.Ll'\J:!. t'~V-.l~\"'L .LVi" !:"d.yt: .LV .....:{ CROSS Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 22 17.79 1.104 IE 1.831 9.000 9.671 K Factor@ node 2 to 100 IT 4.577 6.411 24 50.20 0.7802 15.411 12.023 Vel = 16.825 50.20 21.694 K Factor 10.78 23 25.79 1.104 6.000 20.329 K Factor @ node 2 to 100 24 25.79 0.2275 6.000 1.365 Vel = 8.644 24 50.20 1.452 2.500 21.694 to 100 25 75.99 0.4424 2.500 1.106 Vel = 14.724 25 27.31 1.452 IT 5.486 12.000 22.800 K Factor @ node 2 to 100 5.488 26 103.30 0.7806 17.488 13.652 Vel = 20.015 26 258.96 2.154 IT 8.724 14.000 36.452 to 100 8.728 117 362.26 1.1653 22.728 26.484 Vel 31.895 362.26 62.936 K Factor 45.66 27 33.52 1.104 12.000 34.338 K Factor @ node 2 to 100 28 33.52 0.3696 12.000 4.435 Vel = 11.235 28 35.61 1.104 IT 4.577 10.000 38.772 K Factor @ node 2 to 100 4.579 28A 69.13 1.4101 14.579 20.558 Vel = 23.170 28A 1.452 1T 5.486 25.000 59.328 to 100 5.488 119 69.13 0.3713 30.488 11.321 Vel 13.394 69.13 70.649 K Factor 8.22 117 362.27 3.26 II 4.796 41.000 62.936 to 100 4.798 118 362.27 0.1549 45.798 7.093 Vel 13.925 118 3.26 4.000 70.029 to 100 119 362.27 0.1548 4.000 0.619 Vel 13.925 119 69.13 3.26 11 4.796 5.000 70.648 to 100 4.798 TOSR 431.40 0.2139 9.798 2.096 Vel 16.582 TOSR 4.26 7.000 72.744 to 100 2.166 DRY 431.40 0.0581 7.000 0.407 Vel 9.711 DRY 4.026 1D 19.984 1.000 75.317 to 100 19.992 1.299 VA 431.40 0.0766 20.992 1.607 Vel 10.872 VA 4.026 lS 22.000 1.000 78.223 to 120 1G 2.000 24.000 0.433 BASE 431.40 0.0546 25.000 1.366 Vel 10.872 Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 ~.Ll'\t. t'l'\VTt.\..-T .1.V!'I/ J:"dyt: .1..1. CROSS Date {yd. Qa Dia. Fitting Pipe pt pt ~ef . "C" or Ftng's Pe pv ******* Notes ****** Joint Qt Pf/UL Eqv. Ln. Total Pf Pn BASE 50.00 4.1 IE 14.534 60.000 80.022 Qa = 50 to 140 14.534 3.898 200 481.40 0.0460 74.534 3.432 Vel =: 11.698 200 6.16 1G 4.304 20.000 '2:7.352 to 140 4.304 HYD 481.40 0.0063 24.304 0.154 Vel =: 5.182 HYD 50.00 6.16 1T 43.037 220.000 B7.506 Qa = 50 to 140 IE 20.084 63.121 12.993 TEST 531.40 0.0076 283.121 2.155 Vel =: 5.721 531.40 102.654 K Factor 52.45 Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 11/21/00 10:32 TYPE PASSCODE NAME SEQ USER CALL LISTS LONG NAME RELATION TRANS-ALARM, INC. CS DATABASE PRINTOUT (21A) PHONE 1 PHONE 2 LEVEL EXP DATE .. EXTRA ---------- ------------------------------ -------------------------- ------------------------- -------- 6 85 S 17 90 S ... SUNDAY SCHOOL SPR 18 95 S .. 19 CONTACT PERSON ZONE CODE DESCR 1 Z3 1207 SPRINKLER 1204 GATEVALVE o 23 OPEN - LOG ONLY E301 7301 AC LOSS 974 1277 TELE. LINE FAULT 972 7310 GROUNq.i;AULT 975 1277 TELE. LINE FAULT Z2 1205 LOW AIR PRESSURE 8 1312 TROUBLE RZ4 2002 RESTORE ZONE COMMENT 972 GROUND WIRE IN FAULT ZONE DISPATCH INFORMATION GENERAL MUST GIVE PASSCARD TO CANCEL! IREF: PASTOR NOWAK JAMES TERVEER JAMES TERVEER 112458 (H) (H) (C) (H) (P) 952-440-8095 952-445-0832 612-750-2446 952-445-5197 612-640-2112 CHARLIE VIG CHARLIE VIG MAIL TO ADDRESSES JAMES TERVEER HOLY CROSS LUTHERAN CHURCH 14085 PIKE LAKE TRAIL PRIOR LAKE, MN 55372 PG SCH R RR S o o o o o o o o o o o Y N N o Y N N o N N N o Y N N o Y N N o Y N N o Y N N o Y N N o N N N o N N N ZONE COMMENT WATERFLOW NOTE 1 NOTE 2 X X x ZONE CODE DESCR Rl 2001 RESTORE RZ3 2003 RESTORE C 24 CLOSE- LOG ONLY R301 2008 RESTORE R974 2010 RESTORE R972 2013 RESTORE R975 2014 RESTORE Z4 1281 PIV TAMPER/GATEVALV RZ2 2001 RESTORE ZONE COMMENT 8 CELL TROUBLE X X 6 x 6 PG SCH R RR S o o o o o o o o o o N N N o N N N o N N N o N N N o N N N o N N N o N N N o Y N N o N N N ZONE COMMENT Z4 OUTSIDE PIV PAGE 2 11/21/00 10: 32 TYPE PASSCODE NAME SEQ USER CALL LISTS LONG NAME 85 S 17 90 S 18 95 S 19 ~ -- - CONTACT PERSON EXTRA RELATION SUNDAY SCHOOL SPR ZONE CODE DESCR 5 755 BURGLARY ZONE #5 7 757 BURGLARY ZONE #7 10 760 BURGLARY ZONE #10 12 762 BURGLARY ZONE #12 C 24 CLOSE - LOG ONLY R301 2008 RESTORE R974 2010 RESTORE R972 2013 RESTORE R975 2014 RESTORE ZONE 972 7 COMMENT GROUND WIRE IN FAULT CENTRAL MOTION ZONE DISPATCH INFORMATION GENERAL MUST GIVE PASSCARD TO CANCEL! 112457 (H) (H) (C) (H) (P) IREF: PASTOR NOWAK JAMES TERVEER JAMES TERVEER CHARLIE VIG CHARLIE VIG PG SCH R RR S o 0 N N N o 0 N N N o 0 N N N o 0 N N N o 0 N N N o 0 N N N o 0 N N N o 0 N N N o 0 N N N ZONE 11 6 TRANS-ALARM, INC. CS DATABASE PRINTOUT (21A) PHONE 1 NOTE 1 PHONE 2 NOTE 2 X x x ZONE CODE DESCR 6 756 BURGLARY ZONE #6 9 759 BURGLARY ZONE #9 11 761 BURGLARY ZONE #11 o 23 OPEN - LOG ONLY E301 7301 AC LOSS 974 1277 TELE. LINE FAULT 972 7310 GROUND FAULT 975 1277 TELE. LINE FAULT COMMENT N.E. SANCT. DOOR S.W. PRESCHOOL MOT. ZONE 10 5 COMMENT N. SANCT. DOOR S.W. OFFICE MOTION 952-440-8095 952-445-0832 612-750-2446 952-445-5197 612-640-2112 MAIL TO ADDRESSES JAMES TERVEER HOLY CROSS LUTHERAN CHURCH 14085 PIKE LAKE TRAIL PRIOR LAKE, MN 55372 TOTAL # OF ACCOUNTS ON THIS REPORT: END OF REPORT 2 LEVEL EXP DATE X x x PG SCH R RR S o 0 N N N o 0 N N N o 0 N N N o 0 N N N o 0 Y N N o 0 Y N N o 0 Y N N o 0 Y N N PAGE 4 6 6 6 ZONE 9 12 COMMENT CABINET TAMPER S.E. SANCT. DOOR Sent By: TRANS ALARM; 6128083172; Nov-16-00 14:48; Page 1/1 I J 'rans-- Alarm, Inc. 500 E. Travelers Trail BU1,lJsville, Minnesota 55337 Office 952-895-3576 Fax 952-808-3172 !'AX NO.: _(0\'5 LJ- L\ 1..tl-1dZ. LI c:L ^ TTN: ~ ( I ~b- ,W-ulrhLrG.. co. NAME:CJtL". ~ U.,a .~~ J - DATE: _.,\ \ --,fill, _ FROM: _Al:l .~ Sklf::iOO) NO. OF PAGES: _ . (INCLUDING r,'AX COVER PAGE) ~s pet your request 0 Please call to confirm receipt 0 l'1"a~c fax yoU(' reply 0 Other N()TE8: 0orn:Lr~ - \\a~ c.((g; ~erCU1 C.1L1J'C.h.- ~tlre. C).leU' lJV\. S\{)s-krr1 \S nClO ~ moD\+are.cL 'aU) ~ ~-\cl\OY). WOrf.://S/( .~,~ nrr(}'/C,~'-Fa..x. tit Ie Sent By: TRANS ALARM; 6128083172; Nov-16-00 14:48; ll/Ii=./OO TRANS-ALMM. J:NC, DETAILED 1\C:~OUN'I' hr:TIVITY PRINTOOT(222) o TO 9~l)!l9!1:J!J!J Al'l"l'~ ]1~4;.'1 '1.'0 '124~,'1 : I/l'i/OO THROUGlI 11/H/OO INST EVT tlJ\.TE EVT TIME '1nrz:;",,-r I t:'QMM"l:I\""T' <<:OPEn, CS 1\CCT: IJOL~ CRO:';S LU'.l'Hb:AAr-J ('HI.JWCI-I 11005 PIKE LAKE TRA1L l'RIOR T.AKF. MN 55372 1512-H5-06J~ 112'i57 AUt' iTJ: 1124fi7 Il" Jtu~: ) 11/16/0n 14 ! ',A! If> COMMENT: JJlt: NOTllo'lED JAt:K lW AI"AI{MS 1.1/16/110 14::.!1 ,'1 ~ JJ1t 4100 CALL PREMISES 11/16/00 '4:~O:14 \:()MMI>.N'l' : JJR:JACK iroN'l'ER-WILL SEND ,,\ SMOJICE 1\L1\RM-W1\N1"S TO l.~/.Lt:j/oo 14:20:14: COMMf:N1': FIR N'C,'T I I-' 11::1) WH.:lIl 1'1' COMES IN I, ,/ i r~/ (1-:: : 'l , \'7:-;a ::J:': ~r::~'::Cji<.::: . I' :1.01; I) I !oj 11/16/00 14;17;!:l6 a 7:!00 FfRE SUPERVrSORY .T ~oo 01 00// Il/Hi/OO 11 : 17 : 51 8 JllOO RJ:;S'j'(IIU:: *T 200 01 II "'1'l/le/OO 14 : U ; S~ a 7.200 FIRE SUPERVISOR~ .'1' 200 01 8 l1/1r./OO 1":1":11 JJK 4499 trHST M~RKER ******** ,'/1IijoCl 14 ! .D ! 55 COMMENT; JJR:JAI.:)( J;tJN''l'ER "/1fl/Utl l4:1l,!;J:, JJ'R 10GO RECVD 'PJTO~ !".. 1,1, M!r~'f' 1 1/ 1 Ii /1) Cl 1. t) : ca. , 1 () iii 2000 RESTORB lOT :.tOll 111 H 11/10/00 10:44;08 6 '/~ l,lCl l"'Utk: SUa-SRV!SORY .T :;:00 01 11/1Ei/OO 10:10:42 1<.8 :1ll00 IU:!:fJ't.1i'1':: "'1' .lIJ 01 t) 1 "-/16/M! 10:40:40 R 717.'3 FIRE TROtJDL!l: .'1' ,'73 01 fj 11/1../00 lO:.g,0:40 RH ~UllO IO:.il;l""OR::: *T 373 01 a 11/15/U() J !) : 39: I (I 7173 FIRE TROUDLI!: .'1' ,-n r.J p. 11/1(,/00 10:39:08 1<.8 :lUUU ~":8'1,()RJ:: *T 37] C::. 'I' / 'I ri/f1n J.O!.~9l0Q 7373 FIRE 'l'RllU 1:t1 "t-: '1fT .373 01 II 1 , I' (, I (IC) lO:.il:il:O' R9 2000 REGTonn: .'1' ~n 01 11/16/0D 1 II : ,i';, 04 fJ ?:l73 FIRIl TnOUDLE ..J\ ,~ '/:-' OJ. Q 11/16/00 10,)~.Q:.l iU.1 ~ooo .k2STORE *T 'p'~ 0' H 11/16/00 O~l: ::If), ';l!ll 41, I '/4 J I Clt:I K~OU.li::;T M1\In:: *T "'l. ,~, I 1/ lEi/OO 09:36:57 8 '/'3'/'3 r'PH~ 1''R m J1~ u: *T J7J 01 11/10/oU 09:36:07- ,'i,JR 1210 PLACIi: ON l'E!:l'!' r.~Tl 1 --!,I/lli/OO 0~:Jf,:02 C':Ut<'.MHN'1' : I ; ll~OO 936 111600 1800 11/10 / i,11.1 t) ':I : Hi :1)1' COMMIrnT : TI!:~T;ALL II i I (ji:-o OSi:::J:!:::.!ti COf\':JYI ~:,,)':' , ,UR: ~R"iAN. '::' I A 11/1.Ei/oO 09:33;30 .j,jp. 'Ul"'O l'u.:c:Vl.) ~'HO~I:': CALl: J.Ci."'T' END Ur' 1{t:J 1'I.)k'I' C'Ii':LL T'RCltlf\T.,r. ('I:-~ 1,,1, '!'Rot J1il Li C'Ii:LL 'J'T?or.lA r.!:! Page 1/1 PlI.GE 1 NOU-15-2000 11:09 SUMMIT FIRE PROTECTION 612 639 8751 P.01/01 ~ ?"v" SUMMIT FIRE PROTECTION November 15, 2000 City of Prior Lake 16200 Eagle Creek Ave. Prior Lake, MN 55372 Attention: ~r.PaulBaumgartner Regarding: Holy Cross Lutheran Church Prior Lake~ MN Dear Paul: Per our telephone conversation on November 15, 2000 in regards to the two (2) sprinkler heads, in closets located in the new addition, that. have been painted. We will have these painted sprinkler heads replaced no later than Wednesday, November 22, 2000. If you have an questions~ please call me. Sincerely, ~()~ Charles Qrmston Project Manager 2788 CL.Evl::LAND AVE. ROSIO.\lILLE, MN 55113 165' i 639-B7QO . FA.... 1651) 639.8751 6301 EJANC&L ROI'!;) NW ~503 ROCHESTER. NIl'! 55901 1507) 200-0622 · FAX 1507) 2eO-0577 2860 2ND ST. NORTH FARGO ND S6 1 02 (701) 293-0138 · FAX {70 11 293.0 J 42 TOTRL P.01 _ ~k100 17:35 SUMMIT FIRE PROTECTION 612 639 8751 P.01/03 \J~ f!6 Ri~ ,1"J ~\ \j ~. ? '\.-"- SUMMIT FIRE PROTECTION f1'AX 'l'KANSMI'l'l'AL Date: 'OJ1JcI) /'i: To: ~ ~__ I .. _ From: 11\0 Company: ~ tfi-..,...1.UIC4. Phone: q'j"l--W .Jfi:;~ Phone: (651) 639-8780 Fax: 9~~-~1t\? Fax: (651) 639-8751 Number of Pages: 3 Original to follow: 'Yes ~ No ~ ~s~ ~ ~ ~ k1\1) ~ Irrtlt- ~~ It) ~ 1 . , ~~~~ ~~tR1K i\u. 4r ~ \)~ ~ ~ rJf- ~ Uu~ ~ ~ ), ~ 1ti . \f ~ ~ ~ .\60 Jr \\twr ~~ ~ ~ lout=r\~. 11_~, lIeD 7Be CLEVEL-4NO AVE. OSE::VIL.L.E, MN 55113 ;s 1) 639.8780 · F'AX (6!;) 1) 639-8'751 6301 BAN gEL ROAIi:) NoW .503 ROCHESTER. MN 55901 (507) 280-0622 . FAX (507) 280-0577 2$60 2ND ST. NeRTH FARGO NO ;ie1 02 1"701) 293-013e. FA~ (701) 29a-0142 ~1100 17:35 ~..... . .. ...... ,. SUMMIT FIRE PROTECTION 612 639 8751 P.02/03 ------- Attic Sprinklers™ _ Specific Application · Back to Back™ · Single Directional™ . HlpTM Manufactured by: Central Sprinkler Company 451 North Canna" Avenue, Lansdale, Pennsylvania 19446 'f The Attie Sprinklers™ provide the best level of protection and control cost by eliminating the need for additional sprinklers and the associated cost. There is just one branch fine along the ridge for the entire building unless there is a need for single dirtactional or hip sprinklers. In that case, there is still only one line in each area. For example, a system in a eo'-oM (18.3 m) wide attic would use 5 branch lines to cover the main portion of the building and several off.set branch lines to cover the hip area. With the anic 'M d I I K-F t ( Itl) sprinklers, there is just one line down the 0 e ac: or me c ridge and One down each slope of the hip. eSl ''',1Jl! 7.B (112.5) ThiS Is appro)(lmately 80% less pipe that · 662 'V~ 7.8 (112.5) needs to be installed. This saves lhe cost _BB3 'V~ I 7.8 (112.5) of the pipe, fittings, hanger$, and BB1 I 5.6 (eo.e) associated labor for three branch lines. "SB2 5.6 (80.8) Also the volume of the system is reduced. BBS ,_._~=~~Ef@~~-: , This could reduce the size of the dry pipe SD1 __ ,. .__~6 (BO.~)_ valve or allow the 60 second requirement SD2 5.6 (80.8) to be met without an accelerator. SD3' - 5':'6. (BO~aj ,,' ",' -Hlp.U' 5.lS (eo.G) ~ Product _ Description The Attic Sprinklers™ are the evolution of fire sprinklers for attics. The Attic: Sprln- k/€ni,TM provide the best fire protection in an attic while saving cost by using extended coverage spacing. The Attic Sprinklers™ have undergone the most extensive fire testing ever done for attics and are allowed tor use under their specific application guidelines by U.L. and NFPA. - The Attic Sprinklers™ are the first sprin- klers to be: · Listed for extended coverage in combus- tible construction. · Full-scale fire tested in both wet and dry system scenarios. Full-scale tested, for Listing in wood truss construction. · Listed for specific pitches of roof slope. -- The other cost reduction j$ in the new Listing of BlszeMaster CPVC for Attic spaces feeding the wet system sprinklers below the ceiling. Traditionally BlazeMastet CPVC has been used on the lower floors in the Joist space abovo a ceiling that does not require sprinklers. The cost of using CPVC on those floors can now be translated to the upper floor even if sprinklers are required In the attic. There are three (3) models of Attic SprinklersTr.4. Back tC:1 Back™ (dual directional). a Single Oirectional™ and a HipTM sprinkler. The Back to Back'tM and Single Diredional™ .sprinklers have three separate versions tnjat are used for different roof pitches, The pitches can vary from a minimum of 4 in '2 to a maximum of 12 in 12:. (continued on page 10) R Technical ~ IIiI Data Models: BB1"17Ai2, E~B2-17/:J'.!, 883-'%2 BB1,BB2.BB3 SD1, SD2, SD3 HIP Orifice Size: Y:111 (7~'.7mm) or 17/:p'1I (73.5 mm) (see chart) Y211(12.7 mm) or 17/3211(13.5 mm) Orifice Automatic Sprinkler K-Factor: ~II = 5.6 (80.8 metria) Nominal 1%2" = 7.8 (112.5 metric) Nominal (see chart) Response: Quick Thread: ~. (15 mm) or ~II (20 mm) NP.T. (see chart) Temperature: 2000F (93.30C) Bulb or 2120F (1 OODe) Link (sse chart) Listing; U.L., U.LC. Maximum Working Pressure: '75 psi (12.0t bar) Factory Hydro Test: 1000/0 at 500 psi (34.48 bar) Standard Finish: brass Length: 311 (78.2 mm) maximum* Weight: 5 oz. (142 grams) maximum" .S8S pag9 2 for exact dimsnsions, Patent: US 5,669.449 other Patents Pending Thread Temp, ~F '..'. 'Orlfic. ~. (20 mm) 2000F (93.~.~.c:l..~,~JP..... ~%/ (13.5 mm) J141 (20 mmL..,. ~~~~.Fj~.3~el ~~!~.. "v~j"(fi'5-mmf' ~. (20 mm) 2000F (9~'.3l)C) -bulb "7i~.(, 3.5 mmT ~" (15 mm) 2120F (100"C) link Y:" (12.7 mm) 1f2" (15 mm) 212~F (1000C) link W' (12.7 mm) - --9,;"'(15 mm)--- ~-2120F (1000C) link 'h" (12.7 mm) ~'';'(15'in.m')' "-'212-;lf(100UC) link'" 'h" (12.7mm)'" , ihii"(15mmT- 2120F (100"C) link %" (12.7 mm"'" "1,4. (15 mm) 2120F (100UC) link 'I.:" (12.7 mm) In. (~_~D'~r:!'1J.., "__ 2~"F (93.3~C) ~ulb V:", (12..!. mm) No. 6-1.0 Old Cat. No, A.1_0 _t::J~0 17:36 SUMMIT FIRE PROTECTION rw Design _ ~ Data e e 612 639 8751 P.03/03 Specific Application Guidelines Area of Use: Roof structures, combustible and nan-combu$tible Including wood joist and wood trussed attics with. ceiling below. )-Iazard;. Light hazard. MuJmum Roof~ 60 feet (18.3 m) for Be model sprinklers and 40 feet (12.2 m) for SO rnodel sprinklers and 28 feet (8.5 m) for HlpTM sprinklers (see figures 1.2 & 12). See table on page 4 for minimum sprinkler flows and pressures. Roof span may be up lo 80'-0- (24.2 m) by using additional standard spray sprinklers (see figvre 73 & 14). MI!:11rnum Distance Betwa.n Attic SDrlnkler~: 4 f0et (1.2 m) as measurec:l along branch line for BB17J.r.1", B8 or SD (see fig. 3). 3 feet (0.9 m) as measured along brancn line for HIP (see figure 11). M1!liQWm...1'}istance Between,Attic Sarinklet'sTM: 6 feet (1.8 m) on center along the branch line (see figure 3). Minimum Dlstanrat.BJttween Standar~ and Attic Sorinklers™: 6 feet (1.8 m) as measured along the peak/ridge direction (see figure 4) and 26 feet (7.9 rn) in the slope direction for BB"~,~~., SS and HIP versions (see figure 6). Deflector In$.1lUi:tlPn Position Bel~ 22- (556.8 mm) maJl:imum, 16" (406.4 mm) minimum (see figure 5). Mini~UUQ_D1alit.ncf! AwaV From Trus~ Attic Sprinklers™ must be installed 6" (152.4 mrn) away from the face of trusses (see figure 7). .~JI,lm1tm...Distanee From ,he c"(UI!er LinB of Rid~e: 611 (152.4 mm) (see figure 8). ' Maximum.. Olstanc8 For HIPTIliII !iPrlnkl,rs From the Center Llrte of the Hia: 6" (152.4 mm) (sse fjgure 8). .U~~ Qf U LUsted CPVC PJR.i.rJ.g; To use BlazeMaster CPVC in the attic to feed the wet system ceiling sprinklers on the floor below. there must be 6" (152.4 mm) of insulation covering the pipe extending 12" (304.8 mm) on each side away from the ~envSrline of the pipe and the area above the CPVC must be protected by Attic Sprinklers™ (see figure 9). If the pipe is located inside the ceiling joist, the joist channel must be covered Of' filled with SN (152.4 mm) of non.. combustible insulation on top of the pipe and the area above must be protected by Attic SprlnklersTf.. (see figure 10). Insulation is for fire protection purposes. It is not freeze protection. BlazeMaster™ CPVC must be installed in accordance with the BlazeMasterT'" installation guide in$tructions with respect to heat sources. S"stem T~ Wet or Dry SDrinkler P.AH.;. K-Factor. Orifice, Thread Size and Temperature see chart on page 1. }Udraulic Aem&lB1ments: For hydraulic requirements see page 11. To Qltprmine the r~t Flow and Press..u.o:; Determine the model $pan (measured flat) and tne slope of the roof. Use this information with the chan on page 4. There is no interpolation of the flow and pressure shown. Round all cases to the next higher spacing. For example. a 4S'~OU (13.7 m) span with the BB 11~" would be calculated at the 60'-0" (18.3 m) span. Obst,r4SC.ti9ns: See page 7 for guidelines. Maximum Co'tfraClQ Area: 400 square feet (37.2 ma). Spacing for Back to Back Attic Sprinklers T~ is determined by twice the distance of the furthest throw measured along the slope. multiplied by the distance along the branchline (maximum distance along branch line is 6'..0" (1.8 m) reg~rdless of the length of the fhrow). Note: The distance along the branch line may have to be reduced to less than the ma~lmurn of 8'..0" (1.8 m) to remain under 400 sq. ft. (37.2 m2) maximum depending on the slope and the span. In no case can the span exceed 80'..0" (18.3 m) without additional standard spray sprinklers. Spacing for the Single Directional™ Attic Sprinkhilrs is the distance along the branchline multiplied by the distance of the throw down the slope. Regardless of [he throw, the maximum distance along tne brancnline is 6'-0" (1.8 m) the maximum throllV. measured horizontally is 40'.0" (1Z.2 m), and the maximum spacing per sprinkler is 400 square feet (37.2 m2). Spacing for the Hip TM sprinkler is the distance down the larger slope multiplied by two multiplied by the distance between the sprinklers as measured along the slope of the hip. TOTRL P.03 TO: City of Prior Lake Plan Review LETTER OF TKl\NSMITTAL Fire-Guard Sprinkler Service, Inc. 2055 White Bear Avenue North, Suite C St. Paul, MN 55109 Office: 651-748-9499 Fax: 651-74.8-9143 MN License No.C00018 WI License No. SCOOOOl39 DA TE:9/20/2000 Job No. A TTE1\TTION : Paul Baumgartner 16200 Eagle Creek Avenue SE Prior Lake~ MN 55372 Re:Fountain Hills/Showroom & Warehouse 4385 Fountain Hills Drive WE ARE SENDING YOU VIA:D Mail D Attached ~ Plans COPIES 2 2 DATE 9- 20-00 9- 20-00 THESE ARE TRANSMITTED: D For Approval o For Your File o As Requested REMARKS: COPY TO: o Fax D Shop Drawings D Copy of letter D Prints o Change Order NO. 30f3 1 set DESCRIPTION Revised Fire Protection Plans Hydraulic Calculations [8J For Review and Comment o For Review and Action D Other D For Your Use D For Your Information SIGNED~~l~~.k/ Attic Sprinklers™ Specific Application · Back to Back™ · Single Directional™ . HlpTM Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 '! ~ Product _ Description The Attic Sprinklers ™ are the evolution of fire sprinklers for attics. The Attic Sprin- klers ™ provide the best fire protection in an attic while saving cost by using extended coverage spacing. The Attic Sprinklers™ have undergone the most extensive fire testing ever done for attics and are allowed for use under their specific application guidelines by U.L. and NFPA The Attic Sprinklers ™ are the first sprin- klers to be: · Listed for extended coverage in combus- tible construction. · Full-scale fire tested in both wet and dry system scenarios. · Full-scale tested, for Listing in wood truss construction. · Listed for specific pitches of roof slope. The Attic Sprinklers ™ provide the best level of protection and control cost by eliminating the need for additional sprinklers and the associated cost. There is just one branch line along the ridge for the entire building unless there is a need for single directional or hip sprinklers. In that case, there is still only one line in each area. For example, a system in a 60'-0" (18.3 m) wide attic would use 5 branch lines to cover the main portion of the building and several off-set branch lines to cover the hip area. With the attic sprinklers, there is just one line down the ridge and one down each slope of the hip. This is approximately 80% less pipe that needs to be installed. This saves the cost of the pipe, fittings, hangers, and associated labor for three branch lines. Also the volume of the system is reduced. This could reduce the size of the dry pipe valve or allow the 60 second requirement to be met without an accelerator. The other cost reduction is in the new Listing of BlclzeMaster CPVC for Attic spaces ff~eding the wet system sprinklers below the ceiling. Traditionally BlazeMaster CPVC has been used on the lower floors in the joist space above a ceiling that does not require sprinklers. The cost of using CPVC on those floors can now be translated to the upper floor even if sprinklers are required in the attic. There are three (3) models of Attic Sprinklers™, Back to Back™ (dual directional), a Single Oirectional™ and a HipTM sprinkler. The Back to Back™ and Single OirectionaFM sprinklers have three separate versions that are used for different roof pitches. The pitches can vary from a minimum of 4 in 12 to a maximum of 12 in 12~. (continued on page 10) R Technical iI1II ai Data Models: 881-1%2, B82-11'32, 883-17/32 BB 1 , BB2, BB3 S01, S02, S03 HIP Orifice Size: 1;2" (12.7 mm) or 17/32" (13.5 mm) (see chart) I Model I K-Factor (metric) I BB1 ''l'32 7.8 (112.5) BB2 1'l32 7.8 (112.5) BB3''l'32 7.8 (112.5) I BB1 5.6 (80.8) I BB2 5.6 (80.8) BB3 5.6 (80.8) SD1 5.6 (80.8) I SD2 5.6 (80.8) SD3 5.6 (80.8) HIP 5.6 (80.8) Thread %" (20 mm) 3j." (20 mm) %" (20 mm) '12" (15 mm) W (15 mm) '12" (15 mm) W' (15 mm) '12" (15 mm) '12" (15 mm) Y2" (15 mm) 1/ II /2 (12.7 mm) or 17 I II /32 (13.5 mm) Orifice Automatic Sprinkler K-Factor: V2" = 5.6 (BO.B metric) Nominal 17/32" = 7.8 (112.5 metric) Nomin8! (see chart) Response: Quick Thread: W' (15 mm) or %" (20 mm) N.P.T. (see chart) Temperature: 2000F (93.30G) Bulb or 2120F (100oG) Link (see chart) Listing: U.L., U.L.G. Maximum Working Pressure: 175 psi (12.07 bar) Factory Hydro Test: 100% at 500 psi (34.48 bar) Standard Finish: brass Length: 3" (76.2 mm) maximum* Weight: 5 oz. (142 grams) maximum* *See page 2 for exact dimensions. Patent: US 5,669,449 other Patents Pending Temp. Of I 2000F (93.30C) bulb I 2000F (93.30C) bulb I 2000F (93.30C) bulb 2120F (1 OOoC) link 2120F (100oC) link 2120F (100oC) link 2120F (100oC) link 2120F (1000C) link 2120F (100oC) link 2000F (93.30C) bulb Orifice ''l'32" (13.5 mm) 1'l'32" (13.5 mm) ''l'32" (13.5 mm) '12" (12.7 mm) '12" (12.7 mm) %" (12.7 mm) %" (12.7 mm) '12" (12.7 mm) '12" (12.7 mm) '12" (12.7 mm) No. 6-1.0 Old Cat. No. A-1.0 Back to Back™ Dual Directional Attic Sprinkler™ 881-17/32", 882-17/32", 883-17/32" Back to Back™ Dual Directional Attic Sprinkler™ 881, 882, 883 g(:;~~ ~-l \ ::J r , I I I I'. CENTRAl "~ y// 2 1/1611 I I I ( 52. .4 m m ) 1-~--~----------1 _( I J---~~------c 3/411 7 (20 mm) NPT 1/2" / (15 mm) NPT Single Directional Attic Sprinkler™ SD1, SD2, SD3 HlpTM Sprinkler ( I I ) I I ~ I i I I I I I I 2" (50,8 mm) u 1,9~ i l ! I ( I I (76.2 mm) i I . , 1/2" 7 (15 mm) NPT ~ 1/2" / (15 mm) NPT Use of U.L. Listed CPVC Pioing To use BlazeMaster CPVC in the attic to feed the wet system ceiling sprinklers on the floor below, there must be 6" (152.4 mm) of insulation covering the pipe extending 12" (304.8 mlm) on each side away from the centerline of the pipe and the area abovE! the CPVC must be protected by Attic Sprinklers™ (see figure 9). If the pipe is located inside the ceiling joist, the joist channel must be covered or filled with 6" (152.4 mm) of non- combustible insulation on top of the pipe and the area above must be protected by Attic Sprinklers™ (see figure 10). ~ Design ~ Data Specific Application Guidelines Area of Use: Roof structures, combustible and non-combustible includin9 wood joist and wood trussed attics with a ceiling below. Hazard: Light hazard. Maximum Roof Soan: 60 feet (18.3 m) for BB model sprinklers and 40 feet (12.2 m) for SO model sprinklers and 28 feet (8.5 m) for HlpTM sprinklers (see figures 1,2 & 12), See table on page 4 for minimum sprinkler flows and pressures, Roof span may be up to 80'-0" (24.2 m) by using additional standard spray sprinklers (see figure 13 & 14). Minimum Distance Between Attic Sorinklers™: 4 feet (1.2 m) as measured along branch line for BB'~2", BB or SO (see fig. 3). 3 feet (0.9 m) as measured along branch line for HIP (see figure 11). Maximum Distance Between Attic Sorinklers™: 6 feet (1.8 m) on center along the branch line (see figure 3)_ Minimum Distance Between Standard and Attic Sorinklers™: 6 feet (1.8 m) as measured along the peak/ridge direction (see figure 4) and 26 feet (7.9 m) in the slope direction for BB')"32", BB and HIP versions (see figure 6). Deflector Installation Position Below Peak/Ridae: 22" (558.8 mm) maximum, 16" (406.4 mm) minimum (see figure 5). Minimum Distance Awav From Trusses: Attic Sprinklers ™ must be install~d 6" (152.4 mm) away from the face of trusses (see figure 7). Maximum Distance From the Center Line of Ridae: 6" (152.4 mm) (see figure 8). . . Maximum Distance For HlpTM Sorinklers From the Center Line of the Hio: 6" (152.4 mm) (see figure 8). Use of U.L. Listed CPVC Pioina: To use BlazeMaster CPVC in the attic to feed the wet system ceiling sprinklers on the floor below, there must be 6" (152.4 mm) of insulation covering the pipe extending 12" (304.8 mm) on each side away from the cenv5rline of the pipe and the area above the CPVC must be protected by Attic Sprinklers™ (see figure 9). If the pipe is located inside the ceiling joist, the joist channel must be covered or filled with 6" (152.4 mm) of non- combustible insulation on top of the1>ipe and the area above must be protected by Attic Sprinklers ™ (see figure 1 0), Insulation is for fire protection purposes. It is not freeze protection_ BlazeMaster™ CPVC must be installed in accordance with the BlazeMaster™ installation guide instructions with respect to heat sources. System Tvoe: Wet or Dry 50rinkler Data: K-Factor, Orifice, Thread Size and Temperature see chart on page 1, Hvdraulic Reauirements: For hydraulic requirements see page 11. To Determine the Correct Flow and Pressure: Determine the model span (measured flat) and the slope of the roof. Use this information with the chart on page 4. There is no interpolation of the flow and pressure shown. Round all cases to the next higher spacing_ For example, a 45'-0" (13.7 m) span with the BB 117/12" would be calculated at the 60'-0" (,8.3 m) span_ Obstructions: See page 7 for guidelines_ Maximum Coveraae Area: 400 square feet (37.2 m2)_ Spacing for Back to Back Attic Sprir:klersTM is determined by twice the distance of the furthest throw measured along the slope, multiplied by the distance along the branchline (maximum distance along branch line is 6'-0" (1.8 m) regardless of the length of the throw). Note: The distance along the branch line may have to be reduced to less than the maximum of 6'-0" (1.8 m) to remain under 400 sq. ft. (37.2 m2) maximum depending on the slope and the span. In no case can the span exceed 60'-0" (18.3 m) without additional standard spray sprinklers. Spacing for the Single Oirectional™ Attic Sprinklers is the distance along the branchline multiplied by the distance of the throw down the slope. Regardless of the throw, the maximum distance along the branchline is 6'-0" (1.8 m) the maximum throw, measured horizontally is 40'-0" (12.2 m), and the maximum spacing per sprinkler is 400 square feet (37.2 m2). Spacing for the Hip ™ sprinkler is the distance down the larger slope multiplied by two multiplied by the distance between the sprinklers as measured along the slope of the hip. Sprinkler 881-17/32 BB2-17/32 883-17/32 BB1 BB2 BB1 BB2 883 801 802 S01 S02 S03 Attic Sprinkler™ Design Data ! Flow ! Pressure K-Factor I GPM(Lpm) i psi (bar) (metric) I Pitch _~8JL~~L L?~.?L!~6)j?~J!t2.5U 4:12 (102mm:30~~m)_ to less t~an 38 (144) : 23.7 (1.6) . 7.8 (112.5) : 7:-12 (178mm:305mm) to less than 40 (152) 26.3 (1.8) , 7_8 (112.-S)T-1-0:1-2(254mm-:3oSI7l;") to 38 (144) 46.0 (3.2) i 5.6 (80.8) ! 4:12 (102mm:305mm) to less than Roof Span* *** 25 (95) 25 (95) 25 (95) 35 (132) 25 (95) 25 (95) 1 9 (72) _...____.. .___...u _~. ._ 19 (72) 19 (72) 34 (129) ?: 1 2_ (1 ~~~~_'!!:!I~305mm) 10: 12 (254 mm:305mmY- 12: 12 (305mm~05mmT 7: 12 (177.8mm:305mm) 5.6 (80.8) . 7: 12 (178mm:305mm) to less than 10: 12 (254 mm:305mm) to 12: 12 (305mm:305mm) 60' (18.3 m) (or less) 60' (18.3 m) (or less} 60' (18.3 m) (or less) 60' (18.3 m) (to more __ than 40' (12:l.f!1)) , 60' (18.3 m) (to more 38 (144) 46.0 (3.2) , than 40 (12.2 my) -- BB3------T60' (18.3 m)(tomore 38 (144) 46_0 (3.2) 5_6 (80.8) --10:12 (254mm:305mm) . than 40' (12.2 mY) i 40' (12.2 m) (or less) ---------'-- 40' (12.2 m)-(or less)- i 40' (12.2 m) (arless-)- 40' (12.2 m) (to more : than 30' (9.1 m)) ;-40' (12.2 m) (to mo~~ 35 (132) .- 39.0/2.7) , than 30' (9.1 my) 803 -------40' (12.2 m) (to more 35 (132) 39.0 (2.7) 5.6 (80.8f---fo:-1-27254mm:305mm) i than 30' (9.1 m)) I 30' (9.1 m) (to more I 25 (95) : 20.0 (1.4) 5.6 (80.8) 4:12 (102mm:305mm) to less than 7:12 (177,8mm:305mm) -L__ than 10' (3.0 m)) ___ , 30' (9. 1 m) (to more than 10' (3.0 m)}. 30' (9.1 m) (to more than 10' (3.0 mY) 801 : 10' (3.0 m) (or less) - ~---- --- - +. ------------ - ,- 802 i 10' (3.0 m) (or less) -- -- ---r-- , 803 ! 10' (3.0 m) (or less) i HIP i **28' (8.5 m) (to more i . than 20' (6.0 m)) . HIP ---P*20' (6.1 m) (or less)-- -25 (95) 20.0 (1.4) 5.6 (80.8) -4:1 i(1(J2mm:305mm) to less than 7: 12 (li7_Bmm:-305mm) . This is the span as measured horizontal, not along the slope as shown in figure 1. .. The HIP sprinkler spacing is measured as shown in figure 12_ m For BB and HIP sprinklers in attics greater than 60' (18_3 m) and equal or less than 80' (24.4 m) see Figures 13 & 14. 20.0 (1.4) 20.0 (1.4) 20.0 (1.4) 39.0 (2.7) 5.6 (80.8) 4:12 (102mm:305mm) to less than 7:12 (177.8mm:305mm) --- -- ------------- --~----~-----_._---- ---.- ---.-...------ 5.6 (80.8) 7:12 (178mm:305mm) to less than 10:12 (254 mm:305mm) 5.6180~8)--<--1-6:~12 (254mm30S-mm) to 12: 12--(305mm.~-305mmi- 5.6 (80.8) 4: 12 (102mm:305mm) to less than 7: 12 (177.8mm:305mm) 5.6 (80.8) : 7:12 (178mm:305mm) to less than 10:12 (254 mm:305mm) to 12: 12 (305mm:305mm) 20.0 (1,4) 5.6 (80.8) 7: 12 (178mm:305mm) to less than 10: 12 (254 mm.-305mm) 20.0 (1.4) 5.6 (80.8) 10: 12 (254mm:305mm) to 12: 12 (305mm:305mm) 11.5 (0.8) 5.6 (80.8) 4:12 (102mm:305mm) to less than 7: 12 (177.8mm:305mm) 11.5 _(O._~L_ _~~6~J!!.-?i8-Cl7:f27178m~:30~'!7Ltoless than 1 0: ~2_(2~4.r7'1_f1!..-305;;mI 11.5 (0.8) 5.6 (80.8) i 10:12 (254mm:305mm) to 12: 12 (305mm.-305mm) 36.9 (2.5) 5.6 (80.8) : 4:12 (102mm:305mm) to less than 7:12 (177.8mm:305mm) Fiaure 1 Span Direction Dual Directional Fiaure 3 _ _4'-0" (12 Ill) minimum 6'-0" (18 Ill) maximum Ri?ge ~/ ,,~_l ~-=-:'::=:.=.=:'''l--t:::- --. J[ '\ AttiC Spnnklers Branch line _Ir~~:3 __ \ Ceiling Fiaure 5 Fiaure 2 16" (4064 mm) minimum 22" (558_8 mm) maximum To Bo!1orn ot Sl1ea!h'''g ~.~n3r: Olnlr:nSIO~l Span D,mens,on S'ngle D,recllonal DIIi'~Cl10n.:li Fiaure 4 6'-0" (1.8 m) minimum--------___ Ridge ~// -g-.-- ----, "'s"i~--r I , i Standard Sprinkler '-"Q' \ Attic Sprinkler Branch Line Truss \ Ceiling Fiaure 6 5 Fiaure 7 Ridge / "Q" 6" (1524 mm) minimum \ \ Branch line Truss '" CeilH1Q Fiaure 8 6" (1524 mill) max , Fiaure 9 Non-Combustible Insulation ~ ~~~~LL.52_4mm) ~~t Insulation ~/."///././/j >;/~;06;~[.: / / / // //\ /./ / / / / / / ( I I ______ 1 '_0" ----l------ 1'-0" _____ (304.8 mm) (304.8 mm) Insulation of piping is for fire protection, not freeze protection. Figure 10 Non-Combustible Insulation Non-Combustible ! Insuttion ~::;;1- 6" ~.~--C 6' ~ ~ -(152.4 mm)~' :: ~_J: (152.4 mm) ~ ~~. ~. ~ ~ ~ OR ~ v/- ~ ~ ~ -l CPVC Design Guidelines To design a project with attic sprinklers use these steps as a guideline: · Determine if single, dual directional or hip sprinkler is needed. · Determin'9 the roof slope is between 4: 12 to 12: 12. If more than one slope is being used on a project, select the correct sprinkler for each area. · Follow thf~ guidelines for each type of sprinkler as follows: For Back to Back™ (dual directional) Determin~9 the throw needed (see spacing requirements on page 3). If over 20'-0"(6_ 1m) up to 60'-0"(183117) is required, use the 17/32" (13.5117117) orifice back to back™ dual directional to reduce the pressure required, or if pressure is not a concern, use the 1'2"(127117117) to minimize over discharge. If less than 20'-0"(6_ 1m) is required, use the 1'2"(127117117) orifice back to back™ dual directional to minimize pressure and flow requirements. Determine the distance along the slope. If the distance is not equal, use the longer side. Multiply the longer side by two to determine the spacing clown the slope. 400 divided by this will determine the maximum spacing along the ridge. The maximum is 6'-0"(18117). For example, a 12:12 slope at the maximum span of 60 feet(183m) will produce a slope length of approximately 42.5 feet(13 Om). That number multiplied by two produces a 85'(259117) throw. 400 square feet maximum divided by an 85'(259117) throw only allows a 4'-8"(14117) spacing along the ridge. Using the maximum spacing, space the sprinklers along the ridge. Avoid obstructions as shown on page 7. If necessary, add standard sprinklers to maintain coverage around obstructions. Calculate the sprinkler system in accordance with the appropriate flow and pressure information on page 3. There is no interpolation of the flows and pressures shown on the chart. for Sinale Oirectional™ · Determinoe the throw needed. · As the 400 square feet(372m2) is not a factor with the Single Directiona.l™, the maximum spacing is 6'-0"(1.8117) and the minimum is 4'-0"(1.2117) (see figures 2 & 11). (The reason 400 square feet is not an issue with the single directional™ is because at its maximum spacing, 6'-0" (1_ 8m)on center/covering 40'-0" (122m)flat/a 12: 12 slope/and the throw being 56.5 feet(172m), the 400 square foot(372rri) maximum would not be exceeded.) · Avoid obstructions as shown on page 7. If necessary, add standard sprinklers to maintain coverage around obstructions. · Calculate the sprinkler system in accordance with the appropriate flow and pressure information on page 3. There is no interpolation of the flows and pressures shown on the chart. For HlpTM Sorinkler (see fiaure 11,1 Verify framing direction is perpendicular to outside wall (see figures 11 & 12). If not, cover that area with standard sprinklers. From the intersection of the top of the hip and the ridge the maximum distance down the slope of the hip is 3'-0"(0.9117). Start the layout with the first sprinkler as close to that point as possible, but no further, while staying 6"(152.4117117) away from the face of the trusses. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall. Continue to space sprinklers down the hip at a maximum of 6'-0"(1.8117) on center as measured along the slope of the hip. When the bottom of the hip is encountered, the last sprinkler must be within 7'-6" (2.3117) of the outside wall as measured flat (plan view). If this pipe is "cut to fit" remember to take into account the diffemnt slopes the hip and the roof as well as distances measured along the slope verses horizontal in plan view. Avoid obstructions as shown on page 7. If necessary, add standard sprinklers to maintain coverage around obstructions. Fiqure 11 HIP Installation if Framed Parallel to Outside Wall ! ! I Single Directional Attic Sprinkler™ ~ I I I A Back to Back Attic Sprinkler™ I p:~~~~!h!~~~:~~:~~S ~ +--. (16~O~) " I direction is parrallel to '... >. I: 1: Max_ I: ' outside wall, as shown, see ~ figure 12 for joists : /~ ;'3'-0" (0.9 m) max. on slope perpendicular to outside , / . wall. I jl' 40'-0" (12.2 m) maximum Ridge 60' (18.3 m) Outside Wall -- .~ ------., I 6'-0" !....:-. (1.8 m)-- Max. y Be sure that single directional sprinklers are installed vertical as the deflector compensates for the slope. Fiaure 1 2 HIP Installation if Framed Perpendicular to Outside Wall Outside Wall ~ Ridge / . Slope 3"-011 (OJLrnLm~l<.. t (on slope) , 28'-0" (8.:5 m) maximum . '. I 1'-6" (2.3 m) max. 7 Obstructions Obstructions to Attic Sprinklers™ differ from standard sprinklers and the following criteria shall be used. There can be up to a 6"(152.4mm) obstruction, measured vertically, as long as it is 36"(9144mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger, thE~re must be a sprinkler on the other side of the obstruction. See figure A & B. This does not limit the top cord of the trusses or the depth of the rafter, but rather obstructions that run across the trusses or rafters. FiQure A . sP~:k1" f"52' mm,\max Required \ \ II FiQure B If the obstruction is below the sprinkler, there must be 6" (1524mrn) clearance over the top of the obstruction to allow water to pass both over and under the obstruction. The 6"(1524mm) is measured perpendicular to the slope from the bottom of the joist. If there is not 6"(152 4mm) clearance, a sprinkler must be added on the opposite side of the ob- struction. FiQure C FiQure E Ducts, as per NFPA 13, require a sprinkler under them if they are over 4'-O"(1.2m) wide. If they are not, then no sprinkler underneath is required. Fiqure 0 ~ FiQure F ~ See Table 1 For Vertical Obstruction, See Table 1 on Page 9. The maximum dimension of the obstruction is the width of the obstruction and the horizontar distance away from the obstruction is measured flat. Table 1 * - Spacing tor Vertical Obstructions Maximum Dimension of Obstruction ~"-1"(12. 7mm-25.4mm) > 1 11-411(25_4mm-101.6mm) ~-_._- - ~-~-------- >4"_8" (101. 6mm-203 2mm) _"_u_ _.._ m_.___.__ ._m___." ~__ >8"-10"(2036mm-254mm) -- -.---..-------,- ..- > 1 0t/-20t/(254mm-508mm) >20"-30" (50Bmm-762mm) -------- -.-.--.-----.- --- >30t/-40"(762mm-10 16mm) ___..____...__ _...,_____ -_.-'0------ >40"-48"(1016mm-12192mm! >48"(12192mm) Minimum Horizontal Distance to Obstruction 6"(152 mm) ------~-- ---- 1211 (305117117) -----.----- .--.---.----- 24"(610 mm) 5'(1_5117) 10'(30117) 15'(46 m) 20'(6 1m) 25'(76117) sprinkler re'quired beyond * When minimum horizontal distance is less than Table 1, an additional sprinkler is required beyond the obstruction. Figure 13 BBTM and HlpTM Sprinklers for Attics Greater Than 60'(18_3m) and Equal or Less Than 80'(244m) 10'(3m) 4-.- Max -----~- 60' (18_3 m) maximum fo' Attic SprinkJe(1"M coverage 10'(3m) - Max - 80' (24.4 m) Figure 14 If the attic has noncombustible insulation on the ceiling below the attic sprinklers, the area of coverage IS mea- sured from the top of the insulation_ Width of Attic Sprinkler™ SpaclfIg Figure 15 - BBTM and HlpTM Sprinklers Plan View Perimeter Protection Plan View Pari meter Protection 6'-0" ~ .. o.c. t . 10' . 80' e: e, , I 10' ,---; . t Coverage by standard sprinklers Max. 7'-0. on center ! Start spacing , at 31'-0" away from comer Attic sprinklers in buildings over 60'-011 (18.3m) up to 80'-011 (24.4m) wide i 60'-0" I ! Attic sprinklers in conjunction with standard sprinklers can be used to protect attics over 60'-0"(18_3117) up to 80'-0"(24.4m) wide. Attics over 80'-0" (24.4m) wide must use standard sprinklers throughout as attic sprinklers have not completed testing in this scenario. To use attic sprinklers in these attics, space attic sprinklers to protect the center portion of the building, add standard sprinklers around the perimeter at a maximum of 7'-0"(2,1117) and a minimum of 6'-0"(1.8m) on center. The HlpTM sprinklers can continue down the hip. Start spacing standard sprinklers 31'-0"(9.4117) away from the corner. (continued (rom page 1) The Back to Back™ (dual directional) The Back to Back ™ Attic Sprinkler™, named so because it performs like two sidewall sprinklers placed back to back with one operating element, throws a narrow but long pattern. The narrow spacing along the ridge serves two purposes. The response time is reduced by having the sprinklers no farther than 6'-0" (1,8 m) apart and the spray can be concentrated in the throw direction to obtain a pattern that will cover up to 30'-0"(9 1m) each side when measured horizontally. The three different styles account for different roof slopes and the two different orifice sizes allow lower flows and pressures for smaller spacing. The Back to Back™ requires only one line to be run down the ridge of the attic to cover both sides. Be sure that it is installed vertically, not angled with the slope, and the correct model is used to compensate for the slope. The Sinale Directional™ The Single Directional™ is much like a conventional vertical sidewall. However, the pattern is a narrow, long throw like the Back to Back™. The Single Directional™ is basically half a Back to Back Attic Sprinkler™. The use is primarily for attics that have shear walls running to the roof sheathing. These situations require a pattern in only one direction. Another use is when the framing direction is parallel with the outside wall in the hip area (see figure 11 J. In this case, the Single Directional™ would be used on one side of the slope and standard sprinklers would be used to protect the other side. Be sure that it is installed vertically, not angled with the slope, and the correct model is used to compensate for the slope. The HlpTM Sorinkler The HlpTM Sprinkler covers the area of the hip in the attic. This is a slightly different concept than the Back to Back™ or Single Directional™. The HlpTM Sprinkler is located along the slope down the hip, and throws a 900 pattern toward the outside eaves. This allows the water to "corner" the fire and control it even at far distances. It does not throw much water directly up or down the hip but rather it throws most of the pattern out to each side (900) down the slope of the roof and therefore can be spaced 6'-0"(1.8m) to 3'- O"(09m) on center down the slope without the danger of cold solder. To use the HlpTM Sprinkler, the framing must be perpendicular to the outside wall (see figure 12) and the maximum throw cannot be over 2B'-0"(B,5m) measured flat. It, unlike the Back to Back ™ and Single Directional™, is run with the deflector parallel with the slope and there is only one model with flows and pressure's for two different spacings. Operation: The Attic Sprinklers™ employ either a glass bulb or link activating mechanism. The glass bulb capsule mechanism contains a heat-sensitive liquid that expands upon application of heat. At the rated temperature, the frangible capsule ruptures, thereby releasing the orifice seal. The link version has a thermal element which heat fuses, resulting in a rapid expulsion of both the activating mechanism and the sealing cap. The sprinklers will then discharge water in a pr1e-designed spray pattern to control or extinguish the fire. ~ Installation All Central Attic Sprinklers ™ must be installed according to these guidelines and NFPA Standards. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to insure the mini- mum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and tem- perature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recog- nized standards_ In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the upright position. Step 2. Use only a non-hardening pipe joint compound or Teflon* tape, Apply only to the male threads. Step 3. Hand tighten the sprinkler into the fitting. Use a Central ELO Sprinkler Wrench, to tighten the unit into the fitting. A leak-tight joint requires only 7 to 14 ft.-lbs.(9,5-19.0 Nm) of torque; a tangential force of 14 to 28Ibs.(623-1245 N)delivered through a 6" (150 mm) handle will deliver adequate torque. Torque levels over 21 ft.-lbs.(286Nm) may distort the orifice seal, resulting in leakage. All Attic Sprinklers™ shall be oriented so the frame arms are parallel with the branch line pipe. The HIP, BB1-17/32, BB2-17/32 and BB3-17/32, all use the combination wrench (part #1106). The BB1, BB2, BB3, SD1, SD2, and SD3 use an open end adjustable wrench. For all models except hip, install in the upright position with the frame arms vertical. The deflector takes into account the slope. The hip sprinkler is installed with the deflec- tor parallel with the slope of the hip. *Teflon is a trademark of the DuPont Corp. Hvdraulic Calculations Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulic demanding sprinklers. More than one set of calculations may be required to prove different situations, 1. Attics Protected Entirely with Back to Back Attic Sprinklers - For wet systems, calculate the most demanding 5 sprinklers_ For dry systems, calculated the most demanding 7 sprinklers (see Fig_ 16). 2_ Attics Protected Entirely with a Mixture of Back to Back and HIP Attic Sprinklers - For wet systems, calculate the most demanding 5 sprinklers. For dry systems, calculate the most demanding 9 sprinklers with a maximum of 7 to be Back to Back sprinklers (see Fig_ 17). Figure 16 Back to Back Calculation Example (Dry System Shown) --1-, ~I---:;~-:I---:--I---I / /1- I 1234567 - -- 7" Ridge Example: Calculate the 7 most demanding back to back sprinklers along the ridge. Figure 17 Mixed Attic Sprinkler Example (Dry System Shown) ~- // // / ~ / /o' / / ~,// // // // / / / // /' //// / 4/ / // ./ / )J,..--. 2/.3_/.._.~J/Y;/: X---- -7r)/./' //// / / /// ,rf I // / ./ /' // 3_ Attics Protected with Single Directional Attic Sprinklers - For wet systems, calculate the most demanding 5 sprinklers. For dry systems, calculate the most demanding 9 Single Directional Attic Sprinklers or standard sprinklers, whichever is more demanding (see Fig. 18). 4. Attics Having HIP Roofs with the HIP Joists Parallel to Outside Wall - The design area requirements of NFPA 13 shall apply to all sprinkler types (see Fig_ 11)_ 5. Attics having a Width Greater than 60 f1.(183m), but in no Case Greater than 80 ft,(244m) - For attics having HIP roofs with joists parallel to outside wall, the requirements in Item 4 above apply. For other attics, the requirements in Items 1 or 2 above shall be used plus two additional standard type sprinklers installed along the eave included in the calculation (see Fig_ 19)_ Figure 18 Single Directional Example (Dry System Shown) 2 3 4 ,5 6 7 8 9 ".. '..... ... ... .... Wall . . . . . .W"II Example: Calculate the 9 most demanding single directional attic sprinklers. Figure 19 Attics Greater Than 60 Ft. (Dry System Shown) ~ ~. . . . . . . ~// / ./ // / o'/ / / / / {~/~~ :I :I /1) /4/// . . . . . . . . Example: When mixing back to back and standard sprinklers at the eave, calculate the 7 most demanding back to back sprinklers for dry systems or 5 most de- manding for wet systems, plus the most demanding 2 additional standard sprinklers at the eave. I1ilII Care & I jI Mainlenance Sprinklers must be handled care- fully. They should not be transported or stored where ambient temperature may exceed 150oF/65.50C. For best results, store them in a dry, cool location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly_ Any spnnklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories, The NFPA Standard 25 entitled "Inspection Testing and Mainte~ance of Water-Based Fire Protection S~s.tems", contains guidelines and minImum maintenance requirements_ Furthermore, the local Authority Having Jurisdiction may have addi- tional regulations and requirements for maintenance, testing, and inspec- tion that must be obeyed. It is advisable to have sprinkler systems inspected regularly by a @1998 Central Sprinkler Company Printed in U.S.A. ~ualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to reassemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements_ Do not attempt to rE~place sprinklers without first removing the fire protec- tion system from service. Be certain to secure permission from all Authori- ties Having Jurisdiction, and notify all personnel who may be affected during sys.tem shutdown. A 'fire watch during maintenance periods is a recom- mended precaution. To remove the systE~m from service mode, first refer to the system operat- ing guide and valve instruction. Drain the water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the special sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immedi- ately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corro- sive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having .Jurisdiction will detail minimum replacement require- ments and regulations. Guarantee: Central Sprinkler Com- pany will repair and/or replace any ~ [ENTRAL Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 PHONE (215) 3E>2-0700 FAX (215) 362-5385 products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. 1 n Ordering H Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 m 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. OPTIMA ™ is a registered trademark of Central Sprinkler Company. :~ J Attic. 1 t'n-I"un LA"I::. BUILDING AND INSPECTION INSPECTIONRECORD SITE ADDRESS l4o,~5' Pi\~e. ~~f. TR. N.E... NATURE OF WORK At::>t>T\oN USE OF BUILDING '/e.. A/rz- PERMIT NO. 00.02'\0 CIATE ISSUED S/, 00 CONTRACTOR Ho\...'{" c~s LtirHef2.AN Ct-\u ~\:-\ NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT FOOTING .(j ~kj;OR (... DATE FOUNDATION (Prior to Backfill) PLACE NO CONCRETE UNTIL. ABOVE HAS BEEN SIGNED ROUGH - INS SEWER I WATER I SEPTIC Jk() ,e# 7,.~-oD FRAMING ",."JIII. qp f'ID'DO. ($. INSULATION v ~. ELECTRICAL PLUMBING j//IR:IlIf" i/q 9 "7 ./0.O<J ~ P fJ ~eqUired) f "~\, IJlIrtJ...t '1 ~ GAS LIN'E AIR TEST ryv \ \ - \t),~ COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED -- WALLBOARD ~~~ /0 ....1"7 /0 .. ('7 1/ -7/0 r GRADING (Prior to Sodding) BUILDING ELECTRICAL PLUMBING HEATING DO NOT ~~ FINALS \J~ ~~ ~ '~ SM rt-'t I -' QJ...- This card must be posted near an electrical service cabinet prior to rough-in insp~ctions and maintained until all inspections have be\!n S'pproved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. Call between 8:00 and 9:00 A.M. for all inspections FOR ALL INSPECTI()NS (612) 447-9850 CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED l , -I. O' L DATE TIME ADDRESS {<.COeD Q,.\CJl \ ~ OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION ~FRAM G DILATION INAL o SITE INSPECTION o PLUMBING RI o MECH RI o WA T~ HOOKUP o 'pER HOOKUP ~~r':.~MBING FINAL ~ MECH FINAL COMMENTS: (j ",. "-... \ -.-0 r_\O~ l'r o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o .4 ~'~ / ~RK SATISFACTORY, PROCEED o COR~RTl)N AND PROCEED o COR CT ;cf~LL FOR REINSPECTION BEFORE COVERING Inspecto,\ I ( J/ Owner/Contr: CAL'tIW/aSO FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl INSNOTI J;fTE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED /' 3 co / (Jr' 3 0 ADDRESS. ! {o6 5" ,/1 ff/ ~c:- /f2- OWNER iIL.'I' ~ CONTR. PHONE NO. PERMIT NO. GO. Z-io o FOOTING o FOUNDATION o FRAMING o INSULATION ~FINAL t; e.At>/~ rD SITE INSPECTION o PLUMBING RI o MECt-! RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: lE-N&IN~/AJ~ · ~p 5/ '- -r .PeNce J N PL.1}U3 VJlTT L- A-Ll- 7lJE-t===" JS ~mBLi~l%P. . ~€t:> J'!} h1D ~j) ~~ felL , nL.'- PJ >~e.~eD ITPP~oY Cf:{::> PL/4-N> ~ c"f}-LL +47-,9830 IN 5P:e1Nc, 200 J ~ e- q:;I'IY1-'- ~el'9-oG //Ys;f"6c--T/OtV P~JoL 'IV :?,~P/~. O\L- 10 H/JOv6 if.} - T~ r c. O. ~WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT W~OK' C LL FOR REINSPECTION BEFORE COVERING Inspector: ~ ~ Owner/Contr: 7( - CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED /I~-{)Z ADDRESS /Lf(j;)~ f,'KJ;;; Kf:- Trl OWNER CONTR. PHONE NO. PERMIT NO. ~-~c,a ~~RA~ILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o o FOOTING o FOUNDATION o FRAMING o INSULATION ~AL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL ~MECH FINAL COMMENTS: 6rJes - & K.._ ~ .hORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSIPECTION BEFORE COVERING Inspect~. -.Qwne riCo ntr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. 5'-i CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETYl INSNOTl DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS / ~&9~~ SCHEDULED Io/~L- tDL~~~ ~~I OWNER CONTR. PHONE NO. PERMIT NO. ~ - 2-~O o FOOTING o FOUNDATION o FRAMING /. 0 INSULATION FINAL ~ SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: I~ ~ (,~'T'"A~~ ~!VW~ri ~. ~~7~~ ~L{!!{7~ tU~ 0 fa ~RK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING ~ Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOJ.~ YOUR PERSONAL HEALTH &: SAFETY! INSIIOTl DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE ct) L t-/UL- "3: (;v lLfofhb' Pt~<~ lAl<7-1LU+lL SCHEDULED ADDRESS OWNER PHONE NO. CONTR. PERMIT NO. -.a.9 -D~_ 0 o FOOTING o FOUNDATION o FRAMING o INSULATION ~ FINAL 10 SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: .. L(~~'q CV'&bI-vt ~X151-\ .~ ~.c~p).iP--0 " ~ - C~/i.c W/~' ~ () ~ - () r_hl/~''- ,,~ ~~ -oy~~., o WORK SATISFACTORY, PROCEED R!-CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~ \ Owner/Contr. CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY! lNSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE SCHBlULEO' ADDRESS I?/C~~ L~' OWNER /kIll ~5>' CONTR. -/ PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION ~ FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWE.R HOOKUP o PLUMBING FINAL o MECH FINAL DATE TIME 2I~;{;/ /"50 T/Z- o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: I., ~bC4~~ ~~t- ~t- I-IVAc ~. " 2. ~~I~ ,.I- 'i't.."'''';'''j ~~~ 55'" ~ ~ . S . ~ ~ ~ ~ <2,..... "U ffe:;......., A~ L :JOO/ Q ^I=n ,~~~ Q. ~r () -I-c) ~ .... ~i<' . tjrj2...!: r9 7 ~ )('WORK SATISFACTORY, PROCEED ~ - o CORRECT ACTION AND PROCEED ~ORR~. CALL FOR REINSPECTION BEFORE COVERING Inspector fiJ I . Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. l"lSNOTJ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl ADDRESS )l~UJ ;~~ /4Of?s- eLJC6 LX / /? - CITY OF PRIOR LAKE INSPECTION NOTICE f SCHEDULED OWNER CONTR. PHONE NO. 150 ,o~4-1 o EXIGRAD/JLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP ~LUMBING FINAL rMECH FINAL COMMENTS: /, .~fttf!::JJl~ p~~(t,.') ~ t:>uc\-<. 2. ~~ _~n~ ~D> , ,(5.) ,- o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED X CORRjf;K, CALL FOR REINSPECTION BEFORE COVERING Inspector: , Owner/Contr: \./ ' CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR .YOUR PERSONAL HEALTH & SAFET.Y! L'VSNOTJ DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED I" 2' .'200\ 2 :OQ ADDRESS ILloR5' R~ lt~ (Jt=-" OWNER PHONE NO. CONTR. PERMIT NO. 0 ~ .2 ~ 0 o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: ~i-€.c.,\ ~~ Ct;nAA.~ \-Q. ~s. U.J I L ~ \ V\. ('OVlc.~ G.. \...~ Ol.l-ap C.-e.i~lrr C{ <f c;: /77 q f o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED ~R~R' ALL FOR REINSF)ECTION BEFORE COVERING Inspect';:,!- _ Owner/Contr: CALL 7 -9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI lNSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS J:l.oB OWNER PHONE NO. o FOOTING o FOUNDATION ;::m::ERAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: DATE TIME SCHEDULED I '"'\ 8 .~\ I~~~ R\<~ la.~ " \J- CONTR. PERMIT NO. 0-02.9'0 o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o eX~~~y QL~Ii~ ~ ~.. - "~-Q.' - (f (5) ~ --------- , ,.... 0, --0 fer\::- ~~ Q\ax ~ ( .J ) ~ ..--.'-::::::---. r 9f ~~ ~. 1..-- -\- 0 V~C...Q.-ee:t ) ~ O~- _ ~ ~~ ~------ , WORK SATISFACTORY, PROCEED ) . --- o CORRECT OCEEO ..f-cuR .. '~-;- -, - - ECTION BEFORE COVERING -~, /1 ~ Inspecto : / Owner/Contr: CAL ~~50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl lNSNOTl DATE 1//~ /46B5 PIK6 C-IC-.7r , CITY OF PRIOR LAKE INSPECTION NOTICE S,CHEDULED f ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING ~NSULATION INAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: Iv Re...~ (lM5WOV< lJehrl'~ ~. PI4.v.V\<;I"1J, ~. ~ o~~ 3, ~i~i~; ct. ~_ Lf~~ 't-Ic~~t-c..O 5 .T\A~\ 04. ~ dll.)G~ (n, '1:ULAC- '-:&J.~c~ t6(2~ I- C~_ ~ )~ T~ Q~o TIME 2 ~. 0-0 ()()~ 02-90 I o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o (Hk" "J-J ~ ~ -l-, jJ~(,J'S+ f;;?6O I o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED X CORR T K, CALL FOR REINSPECTION BEFORE COVERING J V C 447- 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. Owner/Contr: lNSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI tiLlO I q : S'() hS'H PNf' fd I CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS / 7() z / OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: DATE TIME ~ - 3/a o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o j'pJl +~ <f~t(bkQ~ ~. C=.ttJ-o.h:Jl ()4( -1 ^ -~k J'~~ / / o WORK SATISFACTORY, PROCEED N AND PROCEED L FOR REINSPECTION BEFORE COVERING Inspe,1or: Owner/Contr: C\LL 7 -9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. '-' CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! IJVSNOTI DA TE TIME CITY OF PRIOR LAKE I / INSPECTION NOTICE SCHEDULED '-f/i!i,/tJd ADDRESS /Lf()?5 A/~l;: L Me Ti'!. IcJ- / (): 3tJ OWNER CONTR. PHONE NO. PERMIT NO. CJ -dl~o o FOOTING o FOUNDATION o FRAMING o INSULATION pia FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL ~ GASLINE AIR TST COMMENTS: <=; fL€ ~'-bU fO,.) 'f.: A~ "- \. (jf~ lQC -1-a Nov \ /~I '2, · t"~/,..-.u-~A A~ O>~ t~ c;;~ 3 ~~ . . ~+ l-...r ...-.- -.. S/<A- ~. x 1- GIG..?..l::".~. d Jb. ~ ~t..P ~6r Pq;,n 10 ~j f,J,Col ~ I ~o ." r )/ -z; z: t".. 1- "^ j. A r f )-r,h.,-.A ~A.. , ~ u" J.I-k; -t~ - , ~evs {-e t- frt1M- &~ '/- "I, M;7lA.~~("'- T~ ~a( \( 8. ItwlCLC~ s 'fr l,^k~~ ~J.. ; lA c..lo~ lI\~lf 4-0 . ILl I:eJ.. ~ o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED ~ ca~1:0RK' CALL FOR REINSPECTION BEFORE COVERING Inspe r I Owner/Contr: CA 7-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! lNSNOTl DA TE TIME CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS 14(J~~ SCHEDULED Hi I $ .~ j1) ~ 30 .p, 1<" E. LAtt-c" l ~, OWNER CONTR. PHONE NO. PERMIT NO. o -()-90 o FOOTING o FOUNDATION o FRAMING o INSULATION ~ FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL ~ GASLlNE AIR TST o A ~' ~ · D ,. COMMENTS: ll.<.u- - _-\0 ~ r ~, ~ I L E.",~.",,,..\';~ Q.PP("Il~'=~ Q,~ Z, Mn..~'II\.~a.~ 11\ h\,)~ ~\.lY\ \ \ 3_ ~1ri~'ut' ~~~ *-- A~NJ.A ~~",e......'s;t~ 4. P .eM-.. " ~\, <3(~~ ,~ti' . 3. ~~ ~~ +~ n.. t4...z~ o WORK SATISFACTORY, PROCEED o CORRECT A N AND PROCEED X CORR f/, CALL FOR REINSPECTION BEFORE COVERING Owner/Contr: -9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR .YOUR PERSONAL HEALTH & SAFETY! IlVSNOTJ DATE TIME CITY OF PRIOR LAKE /1/7,/ I!tJ INSPECTION NOTICE SCHEDULED /IJ:fM ADDRESS /L/~J'~ r'J 1<.' e L-kK:.t; JIL, OWNER CONTR. PHONE NO. PERMIT NO. t) - ,;J. fj 0 o FOOTING o PLUMBING RI o EX/GRAD/FILLING o FOUNDATION o MECH RI o COMPLAINT o FRAMING o WATER HOOKUP o FIREPLACE RI ~ INSULATION o SEWER HOOKUP o FIREPLACE FINAL o FINAL o PLUMBING FINAL o GASLINE AIR TST o SITE INSPECTION o MECH FINAL 0 COMMENTS: u.JJIJe-rL A~L~ ~~K SATISFACTORY, PROCEED o CORRECT ACTIO NO PROCEED o CORRE WO LL FOR REINSPECTION BEFORE COVERING Inspector: ./. CALi 447- v CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl Owner/Contr: FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. J'NSNOTI It) ,1'-. d() -;..n) W -..":)'u;:J ~ PI K~ Lie:... --rJL r t~ CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED' ADDRESS /4-005 OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING ~OUNDATION FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECHI RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECHI FINAL DATE TIME (JO'02.l10 I o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: l, FL.oo t<. H~ i3~ &, wt(~ 'Ft<o^^'- 1Oc..vr;;fL - IN5~ M'-'$-r-- QG-\Jlr~ 5K'1'-cre- Fc9tZ- ~ ~-P<-I,~Y C>J '6tc (T1~ Z- t:/(2'<OV'- td>b" ~__ <:;~,sb llz'''{? C() Ce>NJV~dN \0 ~ ~ 3 - -PP-oVlDy ~t~M_GJr ~ ~. ~Ll..tY\(~ (0G ~..~ J..J ~c.J612- 0' . / ()~/L- -t() IN$C)/./A-TG:- - , l -. o WORKSATISFA~Ca Y, PROCEED o CORRECT A ~ 'N I ND PROCEED ~ORREC~ ~I t. · LL :OR REINSPECTION BEFORE COVERING Inspector: t -- Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl DATE TIME CITY OF PRIOR LAKE ~ / /. INSPECTION NOTICE SCHEDULED I~/~ do ADDRESS /4685 PI)~ LA~ I ~ la/Do OWNER CONTR. PHONE NO. PERMIT NO. () -029tJ o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP o FINAL 0 PLUMBING FINAL ;r SITE INSPECTION 0 MECH FINAL COMMENTS: HoLY eJ2.os' ~~"e 5P~t-")ILLaL. o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o I. VUlr() ~ J 00 {~ c:rs- 1~ C~~ ~cn~L ~_ ~u~_ ~~ ~/-.'?~ '~~~ ~J ..- i__ ~ :w. ." -( IA~\ ._ "\.. f~ '- /., .' '--, o WORK SATISFACTORY, PROCEED ~ X.CORRECT ACTION AND PROCEED o CORREr;J;KJ CALL FOR REINSPECTION BEFORE COVERING Inspector: ..r - Owner/Contr: ~ CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTI DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS kfo~ r;k ~ Tt-. OWNER CONTR. PHONE NO. PERMIT NO. o-t!J'2~ o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: ~ A/ I. ~ - - Q CM O'Q ~ c1.y \.J (/2) 4~~-78S3 ... o WORK SATISFACTORY, PROCEED ~CORREC ION AND PROCEED o CO CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl INSNOTl DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED I()/~M~ /tJ ! 50 ADDRESS I L./ tJ 8'5" PI j('-6 M/Cc Tie, OWNER CONTR. PHONE NO. PERMIT NO. O-J-10 o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SeWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: Me c"l' JAeItC- y~ ,///5 C(J5~A li1ou(/t~.::> /.A./fO AI~c..<..J L:::;/t/vjJ /Iii-V! ,u); c'-' ff/t c&-- /f?:-s,- -rrA/kz~ #1-/Ll- 7--f.<rr Pa?-f7I)J ~~,1~ ~ ?V'( u-- ' f5Al~ C:.~~/~J-,/j 5" fA-; I rr1tf I CO;.NSrld-uqcA.! _- NOIIr0~li:~ < OwORK SA TISFA d CORRECT AC 0 o CORRECT Owner/Contr: Inspector: V CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! JrvSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE ~ t1u~ ~~EDULED tJ. /.00 TIME I: 3-0 /40B5 &~ ~ ~ ADDRESS OWNER PHONE NO. o FOOTING ~OUNDATION FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL g~E~ --~o o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o :t~~~ f(OO'\ O~--O~ b-4;S--€ S~U~~ ~ o WORK SATISFACTORY, PROCEED ~ORRECT TION ROCEED o CORR TWO LL FOR REINSPECTION BEFORE COVERING Insp or: / Owner/Contr: CA(f:;j,'~R T';ie NEXT INSPECTION 24 HOURS IN ADVANCE. (;/ ODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI lrvSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE , SCHEDULED ADDRESS 19D85 'H~ La.~ OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION t\ o FRAMING ~r )B..INSULATION 2.\ "~p.. o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COM~ENTS: Not (7.a.dA~ ~ DATE TIME ~.. Lt -2reo \T--. !'2 too Zt:t6 o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o ( --- OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. ll'i'SNOTI ENTS ARE FOR }'OUR PERSONAL HEALTH & SAFETY! CODE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED s .!)-~ ~t~(L DATE TIME ADDRESS ~ ~ke 'n.k.ti ~, OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION ~FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: \ . Q~ \LA'\ il.~ C)V\. S~( l set ~ z. 11W-H~.~ ~, ~ 3. ~ ~ ,'^ -to.--~... " 9.- ,~ ~ ~~u.... "t'^~,_-- /J.n..o.D X t;, ~eo~ ~ ~~ 0k ~ ('~ UJ..- ~ o WORK SATISFA TORY, PROCEED , CALL FOR REINSPECTION BEFORE COVERING o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o / ~7 ~ o~ at. k Owner/Contr: ~ FOR THE-NEXT INSPECTION 24 HOURS IN ADVANCE. ~ - Insp rNSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY! A TIME CITY OF PRIOR LAKE linn INSPECTION NOTICE SCHEDULED lstA; ADDRESS I LlO B 5 fi~ U ?; OWNER CONTR. PHONE NO. PERMIT NO. c; - z..qo o FOOTING 0 PLUMBING RI .0 JOUNDA TIO~ 0 MECH RI l1if FRAMING ,1'\ rL t 0 WATER HOOKUP o INSULATION ~ 0 SEWE.R HOOKUP o FI~ 0 PLUMBING FINAL ~"I:CTION 0 MECH FINAL OpMMENTS: /? 14:v,\' ~~t''2l '" (2l ~'(\'US S KLS ()Y1 \ SA......... ~ ~ dJo \e ~ r\ ~~ 1"' ~ c.tl. ~ "l^ AfI1 c.Ot.ev- ~ +'.l~~ '( e.,O~ ~ ~L'( .3 -------- -~ o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o u..o c vt ~C;; \\ v. {J ~ \ Ot<-- / '- ~ ~~ t~ ~3+ -h-LASS .~V~~ I / / ~RK AT FACTORY,PROCEED ~R CT A TION AND PROCEED o CORR W , CALL FOR REINSPECTION BEFORE COVERING \ \ Inspecto" ./ Owner/Contr: C~447- 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. COD REQ lREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl lNSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~~ B () <j{ S- ~.i&J --' Lot IJ~ T'rcu'/ TIME '(;(/([[2 ADDRESS OWNER CONTR. PHONE NO. _ 000TING ('fA ~ ~~UNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION PERMIT NO. {JO -()d.90 o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: Nor ~ , I I I I o WORK SAT SFACTORY, PROCEED o ~ECT'" ~ORRECT Inspector: RE COVERING CALL 447, 9 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE TIME 9. fj .00 Z : 30 ADDRESS /4tJ~ r:~/c:..6 L.I<- / ~ OWNER PHONE NO. CONTR. PERMIT NO. ,. 290. COMMENTS: (;) ~ ~ () ~ '=,IJ G.Pl ~ .^-0 t- ~ .-fA /'} @ 'Si~t- fc-cl s (tV rbt4s /. cJ..v +~+ . ~ b-L.-- 5 /2... l l .~ -vL---V u o FOOTING o FOUNDATION o FRAMING A ( It\ 'Jc('iNSULATION (\J H /D'FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL ~ , U/) " tk i'vLsWLJ; ~"l ~V6Lc-~\ U , o EX/GRAD/FILLING o COMPLAINT o FIREPLACE.RI o FIREPLACE FINAL o GASLlNE ,AIR. TST o ~ ~ ~. ~ v....) lYe- <; ~ / / Th R REINSPECTION BEFORE COVERING Owner/Contr: CALL 44~-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE RE~ENTS ARE FOR YOUR PERSONAL HIL4LTH & SAFETY! lrvSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS \4085 OWNER PHONE NO. SCHEDULED R ~ la.~ CONTR. PERMIT NO. o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP .. D~INAL 0 PLUMBING FINAL pg-SITE INSPECTION 0 MECH FINtL COMMENTS: c.~ So; to ~\Ls ---C11.QC~j~ cO c.JI~T~ Ik. TIME q.~ to 0,.. Zqo o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: I,VSNOTl ~ ::lm-- "Ii: 00 J fJ~ ~ 1~~~ Bl~ CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS 1~1 OWNER PHJME NO. ~~~~:ING A o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMM :NTS: ~, \.c::; ~~ ~-r-~ ~,/\ SCHEDULED CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL ~Q~{h~ <'l { r~~ pt/l I / ?l~ I d - ~ eqy-..... o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o ., // / / If ~RK S . RY PROCEED 0:5Ur\r\f:'v lOA P~D o CORR J CALL OR REI PECTION BEFORE COVERING Inspe or: Owner/Contr: ALL 447-9850 FORJHE N~XT INSPECTION 24 HOURS IN ADVANCE. ,~ODE REQUlREMfrs ARE FOR YOUR PERSONAL HEALTH & SAFETY! \ / -." CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DA TE TIME '-flls!0iJ 3~\~O ADDRESS \Ll () ~S p', 'f ~l~. I f'L...~ l\ OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION ~OMMENTS: (~ ) t=-,,,^,, ~ t)UAJ I-C<J (L-- I 0 CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL ~'V\~IV\c.. U Ok ~~~~ ~ t:bL' J m) .- ()6) q 0 o EX/GRAD/FilLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL \ [)(, 0 GASLlNE AIR TST , i '_rn...+tli L U~~ " ,,17 l ~LL - 0 +-~ LL FOR REINSPECTION BEFORE COVERING I nsped : Owner/Contr: EMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI IlVSlVOTI CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED J~~ T~; ao ADDRESS \40BL:; R k<...- La.k.<.- -r~ OWNER CONTR. PHONE NO. PERMIT NO. ~OTING ilIA ~UNDATION''1 o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: C"J ~~ ~rJV<; C>~ ~~~ ~ ~ S~~\ ~ C, ~ lJ-c.jl I .,. - .PJLcao. fur... ~ ~ ~~ C(S2- - AA.l- 42-45 D-Vlo o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o Y'~A- Ol~.t'" ArrycJvd:O- / / / o LoRK SATISFACTORY. PROCEED J'l~RR C AND PROCEED o CORR \ . ORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL ~7 - 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTI lREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS \ 40e S OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION SCHEDULED P.4 CONTR. PERMIT NO. A.. 0 .PLUMBING RIJ I. J j.l.-o?MECH RI {..A.MU ~ o WATER HOO"KUP I 0 SEWER HOOKUP o PLUMBING FINAL ~ECH FINAL CC\)MMEtJTS: ~ n 11 ' Af?rt~~ -\\\b\~~" II nu .Y\nO~ ~ (} r - e- 10 /' A D~K ~RR T o COR E 6 - 2f10 o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o - - ~.W1~ ':n</~~ Inspect Owner/Contr: o FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. REQUl EMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTI I~ DATE TIME CITY OF PRIOR LAKE 7 J , ) "- INSPECTION NOTICE SiCHEDULED ~-ICl.7(J,J..) ':3Quv- I: "4S ADDRESS \ 4 0 ~ ,C:; y~ ~ 0 ~ 'I ,t:Lk:..L OWNER CONTR. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION PERMIT NO. ()O - c)6~~ V~LUMBING RI t+a 0 ~D EX/GRAD/FILLING /[t MECH RI {\.\A--ltJ 0 COMPLAINT o WATER HOOKUP 0 FIREPLACE RI o SEWER HOOKUP 0 FIREPLACE FINAL o PLUMBING FINAL 0 GASLlNE AIR TST o MECH FINAL 0 F- 4- ~rlF~ f !4J PHONE NO. - COMMENTS: --J ~RK SATISFACTORY, PRlcEED o CORRECT ACTI A PR )CEED -- o CORRECT WO INSPECTION BEFORE COVERING Inspector: Owner/Contr: / CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETl'! INSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE TIME -w j :L-~ ADDRESS \ 4 () ~ ~ p, \r J,> 1 L~ k...t- T. ~ OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL Uf)-Qh3Y o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o ~)d (n\~ ~')R.., {f' ~Q~~ o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl mSNOTJ DATE TIME CITY OF PRIOR LAKE J J INSPECTION NOTICE SCHEDULED oc:'J [;J~/(1) ", tC" I ADDRESS J '-I....D.5<i~ P ~ k--O-o , r\t ~ I rn t I OWNER CONTR. PHONE NO. PERMIT NO. ().Q - () ~ .~ X' o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION /~ I ~ ~ AIr 17.&i?l'L ~ ~p ~ - ~,Nt~ - ~ 4/(ZH.. ~ UP~ ~."- -- . o PLUMBING RI o MECH RI ~TERHOOKUP ~ ./0 SEWER HOOKUP . o PLUMBING FINAL o MECH FINAL ?v~ All i- T iE:t5 o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST :t::=~ COMMENTS: ~SATISFA o CORRECT AC ION Inspector: Owner/Contr: R THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED -P\k f-~ !D ADDRESS -1.L{D Sf'S" OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION D FINAL o SITE INSPECTION CONTR. DATE TIME ~(]Q D).. QQ lrl~ erA PERMIT NO. 00- (\ 63 <i" D PLUMBING RI o MECH RI _ , 1'\ ~ WATER HOOKUP~ ~SEWER HOOKUP D PLUMBING FINAL D MECH FINAL ~OMMENTS: (I) ~9-d.~ (~ ~rl1~ ) hll (>;,. I cJ.- L/" ~"'L<=;+ D EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL D GAS LINE AIR TST o v~ " ~+'''I{:ny C4-'\. v - t"fu G~ - , ;:::7 ( v ti')-, - " t1ud- ?/k ! ~ I nspec or: R REINSPECTION BEFORE COVERING Owner/Contr: C LL 447-9850 FaR THE NEXT INSPECTION 24 HOURS IN ADVANCE. ENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE DATE TIME SCHEDULED /6-n-o 0 0: 30 lL/o~5 'jJ;' ke- LJe. ~ ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP o FINAL 0 PLUMBING FINAL o SITE INSPECTION 0 MECH FINAL COMMENTS: J) r~ UXt II ~ q-rc ,"",-. ~ '"""'- _ (I o'==- ()- ~?O o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o L 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTI CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS jtj{)gs SCHEDULED rt! (PI CO /rJ: f) 0 P~d~ Te, OWNER PHONE NO. CONTR. PERMIT NO. () - 2- 9 CJ o FOOTING o FRAMING ~ INSULATION A:I' FINAL o FOUNDATION o DEMOLITION o FIRE PREVo o PLUMBING RI o MECHANICAL o WATER HOOKUP o SEWER HOOKUP o SEPTIC INSTALL o PLUMBING FINAL o SITE INSPECTION o EXC/GRAD/FILLlNG o LKSHORE~ETLAND o COMPLAINT o SEPTIC FINAL o FIREPLACE o COMMENTS: ~ L <r C! {2l)..S'S no-\- l~\I\n <.J ..---- lo~ -- -,(WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORREC~7ItALL FOR REINSPECTION BEFORE COVERING Inspector f _7. Owner/Contr: ../ CALL 447-4230 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI DATE TIME CITY OF PRIOR LAKE l[ J . JfV\ INSPECTION NOTICE SCHEDULED LfCJb~ 01 : 00 ADDRESS I L1 0 ~ 5 P ~ \( t.....-Lf'1 ~ \ {-rA l OWNER CONTR. PHONE NO. PERMIT NO. O()-C)c-'~~ o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI '1it WATER HOOKUP /D~EWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: t1.//'frG12- ! 6G- C14v12..C.l ~ To l?r ~RJ< SATISFACTORY, PROCEED o CORRECT ACTION AN~~EED o CORRECT WORKi~. ,,~ REINSPECTION BEFORE COVERING Inspector: K /; - Owner/Contr: / / CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI mSNOTI ~60 I L./ 0 ~ S- V I 6 ~ \ ~ j ~"~ ~-~.. ~ ~ # \ r4lJ ~ /1.WICt.P{/~ I) - _~1 \i CITY OF PRIOR LAKE INSPECTION NOTICE o SCHEDULED ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: Ai- / / DATE TIME !:30 -.d]) - a", s'i( o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL ^ I~ASLlNE AIR TST IV' f/\ .~JrlJl1~ he.., tJvU, ~ Yi.J-.~ /qL/ r' Ift/SNOTI 'S ARE FOR YOUR PERSONAL HEALTH & SAFETY! DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~ I :;m ADDRESS JLfQ.2 ~ ~M.k- 0_ La ..k;~ TrC{,') , OWNER CONTR. PHONE NO. PERMIT NO. LID - 0 6.5?t o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL 0' SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: Zoo fG.' h~tL..^ c:. .\-rpf- ~ ( Qon~)J--J- ~ V; ~ I ~)So (? A----' o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL It K~~~:18 r~Jr) I "PI T~IdM~ ()k~ AlAp S FOR REINSPECTION BEFORE COVERING Owner/Contr: CALL IN8NOTI 'ENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED I \ -\S.~ A.11 Jt.\.. T. ADDRESS /4085 Q~~ ~a~' h-, OWNER CONTR. PHONE NO. PERMIT NO. 00-0;;190 o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL ..;s[ GASLINE AIR TST tV o . COMMENTS: k\IJi\A . J ~ ~ORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORREC~K\ \:ALL FOR REINSPECTION BEFORE COVERING Inspector: ;). -LaN({ Owner/Contr: CALL 447-9850 FOR T~E NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE .<~* SCHEDULED " ADDRESS \4 O~S plu l La Lt. OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING ;\ D. WATER HOOKUP o INSULATION t\'"'[j"SEWER HOOKUP . ~INAL rID PLUMBING FINAL :~::::~:~IOC;Jl M:S;~Nt cLt..ac \.....~~ t{) s,:,\<., / --....--- -----~_._--~-....,.~ 6J,~~k lh.- TIME q:~ Or l.!1o o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o / / /~~ I:A T PROCEED ~ :::E~ I AND PROCEED o CORRECT FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 44~-9850 I OR THE NEXT INSPECTION 24 HOURS IN ~DV~NCE. CODE RE\}'RE liNTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl --..--.--- DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~ I : :~O ADDRESS J Lf.D 5( ~~ M .k 0 -- L~~Q k /I.J TrC:{,') , OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL 0' SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: 200 ~., h'd~ <:..\r,,*~(" --non~J- G V; ~ ( LIO-n6;.,)( o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL A ^~,~~~ ~lB rBT~ I "PI T~~LdM~ CJ k.- 350 AJAf) S o~ Inspector: CALL INSNOTI ENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!