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Home My WebLink AboutBuilding Permit 01-0104, HVAC 01-0295, PLMBG 01-0294, S/W 01-0788, HVAC 01-0590, H20 METERS 01-0296 C .f OF PRIOR LAKE BUILDING PJ JUT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Date Rec' d 11I21 am I White Pink ) Yello\\ File Citv Applicant PERMIT NO..... . Ll t../ I - 0 /0 T ZONING (office use) ~-d- '~3.f\ vc ..... 3t- , LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID as-- 90J - . OWNER . (Name) r +\\Af( ~ 0 F (Phone) (Address) Pr'o.... Lf\ ~ e N. ~S51d-. BUILDER!) . L /'1.. + \ 1rr::;~~~ i"I L-UlV 5 1'~<- i ~rJ (Address)"'bt.- (Phone) ODeck OPorch ORe-Roofing ORe-Siding o Fireplace OAddition OAlteration OUtility Connection o Misc. PROJECT COST IV ALUE (excluding land) $ S fe, t:, .d q :3 I I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon th rope to perfor.m nee ed ins ctions. Contractor's License No. J r- J / .- 0 () Date x Plan Check Fee SAC 7"50. - I 0 50.- State Surcharge Penalty Plumbing Permit Fee Mechanical Permit Fee Water Meter Pressure Reducer Sewer/Water Connection Fee / Water Tower Fee Sewer & Water Permit Fee Gas Fireplace Permit Fee Builder's Deposit Other This Application Becomes Your Building Permit When Approved TOTAL DUE $ 4120 /J Building Official Date bove application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document tes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be z...-z.~ -o( Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 ~9:43 FAX 6124474245 CITY OF PRIOR LAKE ~uu, CITY OF PRIOR LAKE ~~~r~O~GlFlREPLACE PERMIT ~\_,,\O~ ~ ~'=- S-. I PERMIT NO. o/"6~s1 Date Ree'd I ~~:P's5~!' ~:;;; I)", \ '" -\-V\ IJ,.v e, SG I ZONING _'M) I LEGAL DESel! PTION (oftlce life 0Dly) LOT BLO:. [{ ADDmON PID I I OWNER (Name) (Address) (Phone) (Contact Person! APPUCANT 51. :7NA TURE , APPLICA , ONEW CONSTRUCTION FURNACE MAll ~ AND MODEL FLUE SIZE _. REnJRN OPENINGS I TYPE OF SYSTEM PLEASE COMPLETE BELOW o REPLACEMENT 0 ALTERATIONS FUEL OUTPUT cJyJ. . OWann Air Plants OGravity o Mechanical OAir Conditioning OVenl System INPUT HEATING OR POWBR PLANT OSteBrn o Hot Water o Radiation o Spa:ia1 Devices o Other Devices PLEASE NOTE: Air CODditioncr Units Cannot Encroadl into Required Side Yard Setbacks FIREPLACE MJI' (E AND MODEL Industrial, ,.,~~ Multi-Family I % or job ~': SCHED~~cnu.a. Gas Pircplac:c ~ S39.SO minimum Residcntial, Heati'I.. " Ale (New Constnlction) $99. SO Residential, AdlSitions " Altentions Residential, Heatir. Only (New ConstNction) $64.50 Residentl", AC Only I Estimated Cost $ ~ 100. - Building Permit # $39.50 $3950 539.50 HE.A TING PERMIT FEE STATE SURCHARGE C TOTAL PERMIT FEE $ $ S J-/ ~ .t5V .50 1.../.;),. 5"0 Approved 1. Itolll' ..!Iee for alllupedlHl (951) 441-91!0, rail (952) 44'-4245 CITY OF PRIOR LAKE IfIJVV.I. , Date Rec'd CITY OF PRIOR LAKE PLUMBING 'PERMIT ~()\o}y ~ ." ltilaltboaom) , i\.LPr~8D ~k ,A~L ~. ~= .~~ I PERMIT.NO.6/. Z14 ! YoIlDw AppliIaM I ZONING '-"'1 LEGAL DESCRI '1l0N (oftice use oat)') LOT BLOC. ADDITION PID OWNER (Name) e~* Sr. ~~- . - : ' (phone) (Address) I. Quantity l~ l: 11 II Ji " '. :~ 'i 'i ~~F lto '?:Lt}S".;rlvu3 ~~) ~ (City) (Zip Code) (Contact Person) . (phone) ~ t.c ?J.' 4-,} 8 - ,)- u LR 3 APPLICANT SI': NATURE . ~~ . ~/:;;.o / t) J APPLICANT PLEASE COMPLETE BELOW.- ES of Fixture Quality" I Type or Pis.ton ! lth Tub with or without shower Rou -ins . ishwasher Water Heater .. oor Drain Water Softner . lvatory (Bathroom Sink) Stand Pi (Wuhing Machine) . lundry Tray (lor 2 co ent sink Sewage Ejector ' , : lower Stall Backflow Assembly , nks Backflow Assembly Test I If. Sink Lawn Sprinkler . 'ater Closet (Toilet) Other FEE SCHEDULE Ind\lSlrial, Commt cia! &. Multi-family 1 % of job cost with a $39.50 minimum '.1 Residential, New One &: Two-Family 599.50 Residential, Additions a Alterations S39.S0 Estimated Cost S 5~ . tl? ~ ~uilding Permit # PLUMBING PERMIT FEE $ 5t.[), 150 STATE SURCHARGE ' $ ,SO. TOTAL PERMIT FEE $ ~. &:)l) .ApproYH Pai~O ,.5V Date ' ~-/,,~() I Receipt No.3 q 371 By 14 hDar notice for an inspectiDIIS (951) 447-9150. .... (952) 447~M5 CITY OF PRIOR LAKE SEWER AND WATER PERMIT \04-' ()l,0 L I. Green File 2. Yellow City 3. Gold Applicant , 1/1 /Iv SE LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID Z5 -'1(YZ- ' 5 ' () OWNER C' / ' (Name) /lv/vi/\.- 0-{ Sf /I1/CA.f'A/ (Phone) (Address) (Address) (City) (Zip Code) APPLICANT J./ ~ LJ (Name) YQf;; V -1\.' 0'- ca. /(lC'---" / (Address) 147 'N \kJI1CrIAq"" RA./cI .\'fe It (Address) (Contact Person) (Phone) 9 {;~ C(Q.&k El\ (City) (Phone) C;S~ DATE 44a.. 300z.., ~b:S /8 (Zip Code) 44~ ~ :Joe><.., APPLICANT PLEASE COMPLETE BELOW Size of water service inches. Location of any couplings from structure _ feet. Type of sewer pipe. 0 ABC ~ PVC 0 Cast Iron Estimated length of sewer line ..sfL feet. Clean out (if required) located at feet from structure. Residential sewer and water line connection $35.50 Sewer connection only $17.50 FEE SCHEDULE Industrial, Com'l & Multi-family Water connection only 1 % of job cost with a $39.50 minim $17.50 Estimated Cost $ Z'r', 5/1J Building Permit # SEWER AND WATER PERMIT FEE $.:}. 5- 5"-' I Y STATE SURCHARGE $ .50 TOT AL PERMIT FEE $ ~ ~f ':]. {;; S'" (Office Use Only) This Application Becomes Your Building Perm't Wh~n Approved ~~~ l ~./JI 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 Receipt N~ /9Ct By ~ CITY OF PRIOR LAKE B L. ?erm>;- tJl- 'o~!f CITY OF PRIOR LAKE HEATING/AIR CONDITIONING/FIREPLACE PERMIT Date Rec'd 6-0 r-ol ~a;;RES~ nuT i;;~5) 1"",3H bLJI.,..VIH AvE. S E. i ~;.:. ~Z-. rPERMIT NO. 01... ~qL) 1 ZONING ("lilt) 1(~ LEGAL nESC:I~ CPTION (omce use only) LOT BLOIK ADDmON JPAt (J~ OWNER ; (Name) ~ U,zc.. H 0 F S r M \c..\-t A- L I (Address) I fo 3 I I (phone) PIQ..?5- ~;2-0'2)-J I I bVL.uTt.., Avf.. S E. APPUCANT , (Name)_~ENEIUtL ShEET (Address) --1. 33 0 Lou is I A N A (~5:1) (Contact Persorl; E ~l C. OL-S ON I APPLICANT ~t JNATURE I TVt.erfJ L Avt:. (phone) 710 3 -544 - 57L/ 7 /\/,,/t.Tl1 MPLS {M"-I 55Y27 I (City) (Zip Code) (Phone) ICo 3 - Sl{4 -87 i 7 DATE APPLICANT PLEASE COMPLETE BELOW W CONSTRUCTION 0 REPLACEMENT 0 ALTERATIONS FURNACE MAt E AND MODEL FUEL FLUE SIZE RETURN OPENINGS INPUT OUTPUT TYPE O:F SYSTEM HEATING OR POWER PLANT DWann Air Plants OGl'1.vity o Mechanical OAir Conditioning OVl:nt. Sy~em --./ ,.' ,I": ,:. \, B Steam Hot Wau:r o Radiation o Special Devices o Other Ocvicc PLEASE NOTE: Air Conditioner Units Canaot Encroach into Required Side Yard Setbaclcs FIREPLACE MI' KE AND MODEL Industrial. Commlll :ial & Multi-Family FEE SCHEDULE 1 % of job cost Residentilll. Gas fireplace $39.50 minimum $99.'0 Rcsid<<:ntial, Additions &. Alterations S64.50 Residential. AC Only $39.50 $39.50 $39.50 I Residential. HeatH: &: AlC (New ConstrUction) Residential, Heath: Only (New Construction) EstimatedConS i45/000 Building Pennit # 0 i-I () 4- HEATING PERMIT FEE STATE SURCHARGE TOTAL PE FEE $ lySo. eo $ .50 $-' 450, so Paid 1J/5'tJ. fiO Date h1~'01 Rec:~ipt ~ 9 -f / f By C--- 14 hour notice for all inspections (9S1) 447-9850, fax (952) 447-4245 CITY OF PRIOR LAKE BUILDING PERMIT, (fJPORARY CERTIFICATE OF ZONING COMPLIANCE tK AND UTILITY CONNECTION PERMIT Vb\ t~:t ~~,..-u I PERMIT NO. 01- 0 Z- if h I ""1 ......_ml rrtr,tJ Ff1,6 ;':- J'Il.~ DtJ"'~"'" y_ S":'6- I LEGAL OESCRI >nON (office use only) I lO:4Sa GR MECHANICAL ..2/01 THU 09:40 FAX 8124474245 '! INC 763-428-7656 10.2 IaI 002 CITY OF PRIOR LAKE Date Rec' d 4-IZ-O/ ZONING (olf"'. u,.) LOT BLOC: ADDITION PID Z,S..q 01..- ens -0 OWNER (Name) cll,~+ I oF- ~T: /J1(~"L.S (Phone) (Address BUJ~DER (Name) (phone) 7(,3 - 4-2.f> - 2.""3 55 374- 1F..t.Hl\tVl(lA '.I IIe.O~WOD[) c'1 e., (Addless) ~ 'Z4c .. I o New Consnuction OOce": sun-t;; 600 J DPorch ~~c;5PS ORe-Roofing ORe-Siding TYPE OF WOR..i:. ]Lowcr Level Fi.oish o Fireplace o Misc. OAddilion OAlteration OUtility Connecrion PROJECT COST IV AL UE (excluding 11IId) 5 licOliDn wbicb is to the best of my knoVolledt;c VlIC ...,d I:OrTK't. I also cenilY dl~ll am dle owner Dr all tOlSltnlction will tOllfonn to aU existiDlJ: state and localla..s ilnd will proceed in accordl\llc~ with ~voke tIlis pumit for JUSt cau,e Furthermore, I buelly agee that the city oRi.;i,t or a dnillllee may Permit Fee ~ Pllln Cheek Fee State Surcharge Penalty , Plumbing Permit; Mechanical Perm1 Sewer &. Water pi Gas Fireplace Pel' S 5 S S ec S Fee S mit Fee S lit Fee S Thil ~pU~1ion Bt:. .mel Your Buildinll p~ Whrn Approvrd Bu i1dinr: O"il; 1 Dale ~CD3~g:r CDntT1ll:tor'~ License No. Y./:J-DI Date Parle Support Fcc # :) SAC it 5 Water Meter Size 5/8"; I'" '2" s I.ZS" Pr~sure .Reducer 2" S {lDO" Sewer/Water Connection Fce # S Water Tower Fee " $ Builder's Deposit S Other ! TOTAL DUE S ft3~" lpaid 7~~ Daft ....-j, , .I \ Receipt ~37~ By / Thi, i.. 10 ...nll'1l"'" .he! queSl'" lhe 3hQve 3ppllc:sdo" ""4 ~=mp:lnyl", \JOCU"","U b In .<><Of...."" ...j.h III~ elly ZORln, OIdin.nc...,d may pl"""cd :u ,equulell Thi, dOCUmc!nl when ,isned by.... City! 4/Wlet eonuilulCI . ,emporvy Certllieare or 1.\lftlns co....pll~"ee ""01 ;>UI)WS ron'av<:lion lu cummmcr. lido", DC'C\Ijlancy. · Ccnirlulc 01 OCCUpiUlcy muM Uc illucd. I I [)ulc Spcclnl Conditions. if ony 14 hour noli",. for .lIlftslledions (9S1) "47-9850, fu (951) 447-4145 PIGn... '111);'"11I' White - Building Canary - Engineering Pink - Planning The' Crntrr of Ih" Lake' Counlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAMEOFAPPLlCANT PCL- GOAJ)fyuc+I'O# I APPLICATION RECEIVED .I 1- .-::1/- 0 0 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: YO 7) fA-I t( -;-;; HIre- 10,:) / Accepted With Corrections Accepted Denied Reviewed By: LL- L-- Date: 2-20-01 Comments: "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." White - Building Canary - Engineering Pink - Planning The Crnler of Ihe L.ke Counlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT peL G OIVS-!-YUc+/'o;</ APPLICATION RECEIVED /I-;:J.f-OO The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: I ~:;). S'tJ D I~/ ufh J1u-e.- Accepted Accepted With Corrections //0 Denied Reviewed By: ;2o!J , Date: "2/-zo/0( J J I . ~- .2. PL~A.lj2.6-V~t-J ~. I. L 'SJ e,.1Y) i\ See A O()c/V IJ<.I "'" > ~ 2-. ~ 4 ! ;\J'?r ~ ~i f-.& P cPr. b b;>JC Si-top ~~h oPS~f'S lAPP-~. '5. O~TJOn.N 1/CRM IT'1 l~ tt\JA-G, pL...Jv'Y'\5\~, 5"?~N~'"'-(\., [Z:.(fU;A<../V4N'\ . Comments: "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." _...:.\;. ._ ~.d!*,:-._ , Cenler of Ihe Lake Counlry White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLlCATIO'i DEPARTMENT CHECKLIST NAME OF APPLICANT . / I j" c._ ,,-.- \,_ ~ ',-'/ r" f 1 1" .f I ' - APPLICATION RECEIVED / t i " ~~..... ! , , ~x The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ,. , , l) i' '.f-' ../ -..- Accepted / Accepted With Corrections Denied Date: 2..-2,) -0\ .~,j Comments: "The issu~nce 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." CITY OF PRIOR LAKE ORC PROJECT REVIEW CHECKLIST PROJECT NAME: ST, MICHAEL'S SCHOOL ADDITION Review of Concept Plan for addition to St. Michael's School. APPLICANT: St. Michae.I's Parish PROJECT ENGINEERS: DLR Group CONTACT PERSON: Bill Lawrence 612-941-8950 612-941-7965 (FAX) SITE INFORMATION PID#: 25-902-075-0 LOCATION: 16280 Duluth Avenue This property is located at the northwest quadrant of the intersection of Duluth Avenue and Pleasant Street. EXISTING ZONING: R-2 (Low to Medium Density Residential) COMPREHENSIVE PLAN: R-UMD (Low to Medium Density Residential) PROJECT REQUEST: Review concept plans for compliance with ordinance. DISTRIBUTE TO: APPLICATION FOR: x Frank Boyles x Bud Osmundson Administrative Land Division X Sue Walsh x Sue McDermott Comprehensive Plan Amend. x Ralph Teschner Jeff Evens Conditional Use Permit X Paul Hokeness Lani Leichty Home Occupation x Bob Hutchins Rezoning x Don Rye X Doug Hartman Site Plan X Jane Kansier X Fire Chief Preliminary Plat X JenniTovar X Bill O'Rourke PUD DNR - Pat Lynch Minnegasco Final Plat County Hwy. Dept. Watershed Dist. Variance MNDOT Telephone Co. Vacation SMDC Electric Co. X CONCEPT SITE PLAN Mediacom Cable Met. Council Date Received 3/31/00 Date Distributed 4/3/00 Date Due Complete Application NA Date Distributed to 4/3/00 DRC Meeting 4/27/00 Date DRC Publication Date NA Tentative PC Date NA Tentative CC NA Date 60 Day Review Date NA Review Extension NA 1:\OOfiles\OOsitepl\stmike\referral.doc Page 1 Memorandum DATE: April 24, 2000 TO: Jenni Tovar ~~\t FROM: Robert D. Hutchins RE: Meeting on April 21, 2000 with representatives of St. Michaels Church Items discussed at meeting: a. The existing building is over allowable area, type of construction and number of stories. Uniform Building Code 3403.2 states in part" Any building plus new additions shall not exceed the height, number of stories and area specified for new buildings. " As such, the existing building must be brought up to current code for the items mentioned. Also the city has adapted Section 1306 of the Minnesota State Building Code which states that buildings increased in floor area shall be equipped with a fire suppression system. b. Architect inquired as to the possibility of deferring MSBC Minnesota Accessibility Code 1341.0405, Item E which states a passenger elevator serve the second story of the addition. Architect requested that it be deferred to the next phase of the building, stated cost as single factor for request. I will check with State Building Code Division for history and L'1lidance. Memorandum DATE: April 25, 2000 TO: Jane Kansier, DRC Coordinator fJ)vr FROM: Robert D. Hutchins, Building Official RE: St. Michael's 2000 School Addition Following are the results of the preliminary plan review for the St. Michael's 2000 School 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 on existing building, addition and future phase construction. UBC Chapter 5. Include the following: a. Occupancy Classification. b. Type of Construction c. Location on Property d. Allowable Floor Area e. Height and number of stories f. Exiting calculations g. Plumbing fixture tabulation 2. Submit a Certificate of Survey and a Site Utility plan. 3. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. Retaining walls over 4' -0" in height need to be structurally engineered. 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 hardware, and window schedule. 8. Submit signed HV AC, plumbing, fire alarm, and sprinkler plans. May be submitted at a later date. 9. A S.A.C. determination must be completed by the Metropolitan Waste Control Commission. Contact Jody Edwards at 651.602.1113. 10.. Provide detail of penetration firestopping . 11. Provide a recycling space. MSBC 1300.4700. 12. Provide emergency lighting and exit signs. UBC 1003.2.8 13. Sprinkler system shall be monitored by a remote station. MSFC 1003.3.1 14. Provide a Post Indicator Valve (PIV) on sprinkler supply line into building. Locate a minimum distance away the height ofthe building. 15. 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. 16. Provide fire extinguishers minimum 2AlOBC rated, within 75 feet travel distance of all areas. UFC 1002. 17. Provide a Fire Hydrant within 150 feet ofthe Fire Department connection and all areas of the building shall be within 300 feet of a Fire Hydrant. 18. Enunciator panel( s) must be located a front Vestibule. 19. Ventilation for the building must meet UBC chapter 12. Provide 15 CFM of ventilation per occupant. Items discussed at April 21, 2000 meeting with Architect and church representatives: a. The existing building is over allowable area, type of construction and number of stories. Uniform Building Code 3403.2 states in part " Any building plus new additions shall not exceed the height, number of stories and area specified for new buildings. " As such, the existing building must be brought up to current code for the items mentioned. Also the city has adapted Section 1306 of the Minnesota State Building Code which states that buildings increased in floor area shall be equipped with a fire suppression system. b. Architect inquired as to the possibility of deferring MSBC Minnesota Accessibility Code 1341.0405, Item E which states a passenger elevator serve the second story of the addition. Architect requested that it be deferred to the next phase of the building, stated cost as single factor for request. I have checked with State Building Code Division for history and guidance. Division indicated no precedence for this course of action. Handicap access to the second floor is required. This is a preliminary review on concept plans only. Other code items will be addressed when the preliminary 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 I have reviewed the attached proposed request (St. Michael's School Addition Concept Plan) for the following: Water City Code Grading Sewer Storm Water Signs Zoning Flood Plain County Road Access Parks Natural Features Legal Issues Assessment Electric Roadsl Access Policy f Septic System Gas ,/ Building Code Erosion Control Other Recommendation: Approval /' Denial Conditional Approval Comments: -see fV1~ 0^~ 4/z~loo , I Signed: Date: Please return any comments by Thursday. April 27. 2000, to Jane Kansier, DRe 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\stmike\referral.doc Page 2 + o . ~ ~ J I I 1 t 1 I f -I Grain Size Distribution Job No. 3836 r-" I PROJECT: St. Michaels School t. _ition - Prior Lake, Mn. -#23j7D-133WKC REPORTED TO: Barr Engineering Company Sample Depth Number (feet) 15 2.5 2.5 Date: 4-29-00 Type of Sample SB S8 SB Boring Number B-3 8-5 B-6 Soil Classification Sand wjsilt & gravel, medium to fine grained (SP-SM) Silty sand wja little gravel (SM) Silty sand w/gravel (SM) U.s. STANO.&JIIC SIEVE SlZES HYDFrJWETEP\ AHAJ. YSlS (MM.l GfU,V[l #100 SAND MEDIUM FINE ANES COARSE FINE #200 Z' , .5' " 3/4" 3/8- "4 "10 "20 #40 PLOT>d422 100 ,I 90 t:ijij~f~::-~ !~m~J - ~d~- ~:= 80 70 ~ 60 ti5 (f) <: ~ 50 z UJ () a: g: 40 '" 30 ~::i:m:21f:~ il:~~:g~~~ ~~r::f~~ ~~:~E~:g~ L~H::~~= $$;l~:~~~ $fE :!=}~~~~~:~~~:;~ Fkm~:l~T~ i:I~~1f~I~ nj[~:E ~~~:~~i~l~ 20 10 o .002 .02 .075 .05 .005 .2 .8 .6 .4 60 40 20 8 2 .001 .01 .1 '00 '0 1 Grain Size [millimeters] OTHER TESTS PERCENT PASSING X + 0 X + 0 X + 0 Liquid Limit (%) Mass [gm] 308 165 219 060 Plastic Limit (%) 2' 030 Plasticity Index ,., /2' 010 Water Content (%) 6.0 15.7 14 .1 l' 100.0 100.0 Cu Dry Density [pcf] 3/4' 95.3 100.0 90.5 Cc Specific Gravity ( . ) 3/8' 83.4 98.2 88,6 Remarks: Porosity #4 71.1 95.5 80.9 Organic Content (%) #10 55.8 90.7 69.8 pH #20 40.4 80.0 57.6 Shrinkage Limit [SL] #40 22.7 63.9 45.7 Penetrometer [tsf] #100 10.7 28.2 26.7 Qu [psf] #200 8.9 20.7 21.3 . Assumed Value "" e , File: PS'1I1 ARS ~ SOIL 9301 8ryant Avenue South Suite 107 ENGINEERING Bloomington, Minnesota 55420-3436 TESTING, INC. Grain Size Distribution PROJECT: S1. Michaels School Au_,Jon - Prior Lake, Mn. -#23j70-133WKC REPORTED TO: Barr Engineering Company Boring Sample Depth Number Number (feet) B~ 2.5 Job No, 3836 Date: 4-29-00 Type of Sample SB Soil Classification + o I Clayey Sand (SC-SM/SC) u.s. STANDARD SIEVE SIZES H~W~R~YS$(W~) 70 GRAVEL SAND COAflSf FINE MEDIUM FINE 'Z' , .5" " 3/4" 3/8" ... ..10 #20 #40 #100 #200 PLOT>d422 , " , , 1=m=~~:$1=;i~~~3.l:- l::t-~ i t-.~ -1- . mfm!~tt3~~ft: =--++- , , ~~ ~= ~~$:T:1~i~$~m*=f i-~~~ - ~ :~=-=:: :l~~~~=f-1r~~ fm=~ ll~tW: =t~ ~~:!=- -:-~ FINES 100 90 80 ~ . . 30 J~llH~~t~~~ ~~lt~~= t~!=~ :r-J:=-$~~ ~~ 20 :!:lmF:r~:: i1:f-~~:=:: m~=-f:E ~~~~E~ 10 . of!l#::ll~~~: il~~~*~1~ :l=~E ~:-~==-~~~ 60 40 20 .8 .6.4.2 .075.05 .02 .005 .002 '00 10 1 .1 .01 .001 Grain Size [millimeters] l ~ 60 Ci5 (f) oCt :: 50 z UJ () a: ~ 40 I j. f , OTHER TESTS PERCENT PASSING x + 0 X + 0 X + 0 t Liquid Limit (%) Mass [gm] 150 060 Plastic Limit (%) 2' 030 , Plasticity Index 1-1 /2' D10 Water Content (%) 15.3 l' Cu 11 .., Cc I Dry Density [pcf] 3/4' Specific Gravity ( . ) 2.67* 3/8' Remarks: Porosity #4 100.0 'I Organic Content (%) #10 99.6 pH #20 96.6 Shrinkage Limit [SL] #40 85,5 Penetrometer [tsf] #100 47.4 Qu [psf] #200 36.4 . Assumed Value leve File: PS'1I1 ARS ~ SOIL 9301 Bryant Avenue South Suite 107 ENGINEERING Bloomington, Minnesota 55420-3436 TESTING, INC. r ". : t.. .. " La.bOragu)t T~'~~ Summa.ry . . . ....~ ~_._.;~- ~~~;'~~_~7~~ '~~-~.;'.::1:~1~~.?~~-~ :~~-:.:~~r.~~<> ~"? - -" .. .. ... - .". ..- .. - . . .. Project: ~I, HIC-.if,4.EL5> $c J.loo L A DPi77(;""- ~c(L b.I!;/. -:aZ3/~-I33""'I(4)ate: .t-30-0D . I Reported To:~ 12-Q... -=E 1-J L.., I >I er 6 ~I >J L, g}.o{~)J r' Job No.: 3231.0 - Boring No. l3> 4- Sample No. Depth (Ft) 2..5 Type of Sample S13 Soil Classification 0122,.4)/ I '- CLAY (ASTM: .02487/2488) Lu/5.(.).lD l 01.-) Mechanical Analysis Dry Weight (Grams) Percent Passing Gravel 3" 2" 1" .. 3/4" . i, Sand #4 #10 #40 #100 #200 Atterberg Limits Uquid Limit Plastic Limit Plasticity Index Moisture - Density Water Content (%) 2-.. 4. 2- Dry Density (PCF) Unconfined Compression Maximum Load (psf) Hand Penetrometer (tst) . Organic Content (%) 3.1 .' pH (Meter Method) Specific Gravity Resistivity (ohm-em) 9301 Bryant Avenue South OIL Suite 107 NGINEERING BIoomi ton MMesota 554 t ... i 1 1 I SET R~a) f ESTlNG. INC. ng . 20-3436 . "::1~~~~~~t'~;'~(~~~..,:-'_'.:'~:i':O;:""~""':":'~"i..:.;...;...:....,..:,'..' Post.!!"' Note 7671 OBt.,h J.....JJ'Il8'es. "2- ~ "<:'~,..:".:'::,"F ,'",;",\:~~~gJ,~ ::!? ~ _,h._ :-~ t=;; I · It 11 'J .." ", cS+ " Ml" ..t~lr1;' ~ '''. > \X..'" .. 1'1\'. ,0\ " . / \' /' ' . .-/ , ,_..-<' ' s,/- . r~ ~/ ~~0 ,~ =~t,'-__:~.~~~~...~~ ~.: .' ,'.~;Y/#////7/~ .,.,~ ~, .............'~v:. .~...' #/~w:,1"~~?//~/,.L ". ....... ~~~~v;~e~ ~~~ .., .j..._~~~~~~~~~~ '__j r-~~~~y €- ~ ',~ ~ . ~~ ~~. ~~~.>~* ~ L\lull...(~\..l.k't' ,. ~~/~Y'~X""~ II . " 7' . '~ ~ >><~~~vv ~ \ · -"-I .. ---., ~ 12 -_/ " I . !Iii 11'111 . ~J LIJI3I<. '^ Rt ~I t'(A)(. uJ ,,,,.,, I . I _ ' ~! ' ~ R.~ .... ... .. i : -1 t I . V I, 'f ... ,.,. f ~ (f ~f c,~ ; r~ f ^ t = ''" tJEUJ ) l.ft . I ; "" r:u,.. i I ~ I . f I ~6"c.VI'~ T~f........t" · 1 '. ' t ! I L), 1 i l r' C., · " I I I : I , .i I I (~ W :_~.',.' ;:;::.~...'ii:.,.:,'"-.....:"'.;~..,:.).:,:.,:;;.,:,',U,.: ';':""'" " ,...,. ....:.,~,..'. ,~,' ',,: ,; .,.. '"..: '.'..... i:.',:_~" ". . ~ ~~. ,,,,'P.~...:~. '~~"r:''f ~..,. .,. :>t........ l' '. ,.....' ,:.:::.;;:~~ :-ii,":);~Y:';;.;:;.'f~tt~.z:..;:.: '~'..\-,> :.'/~'::'~ ,.'.:' ...:. ~~ ,:;:.\;;. "" ':.': ' :~/;!i::' ',",' ~:>'~"~.:'. ......'1.:.'1 '. : '. . "':". 'f ' >!. t. r . . i (I \ " I' , I 'I I " '~' .' .11 ;,".. ~ .-J ~~ .J I \- ...., ,. Phonlllt Phone It Fad 4~1 _~ ~~ Fall It . '. ---) / : -=" '~',\, " i :: 'J .1 i j i Ii' I , i " I I I ' \ \, I i : ~ ~ : i. .' CIii2 I. i I' J' i /. ". 'i ;'. \ I '\ ..' / \ \i t I ,'--.' ~ 1 "'\ r .ddle (10.76lx) at the waiicin 'rface. ~olic address system. A public address system that is . throughout the amusement building shall be provided. . public address system may also serve as an alann system. SECTION 409 - PEDESTRIAN WALKWAYS /1 /., 409.1 General. A pedestrian walkway shall be considered a \.1 building when. detennining the roof :overing penni~ed. by Table '1 I5-A. pedestrtan walkways connecting separate bUlldmgs need . not be considered as buildings and need not be considered in the determination of the allowable floor area of the connected build- ings wben the pedestrian walkway complies with the provisions of this section. 409.2 CODstnlction. Pedestrian walkways sball be constructed of noncombustible materials. EXCEPTIONS: 1. Pladutrlllll wlIlkw.ys connecting buUdinp of Type m. IV or V construction may be conslrUclcd uf oOla-bour fire- resistive constru.ction Or of hetlvy-timber conSlJ1.lct1on in lICCOrdallCla with SectioD 60~.6. : ::1 1. Pe~trilJl wallcways located on grade baving both sides open by at leut 50 percellt and alnnllcling buildings oflYpe Ill, rv or V con- structiDn UJ.ay be CUDSll'Ul;tcd. with any UJ.a.tlarials ..uowed by thia code. 409.3 Openings between Pedestrian Walkways and Build- ings. Openings from buildings to pedestrian walkways sball con- form to the requirements of Table 5-A and Sections 503.3, 602.3, 603.3,604.3, 60S.3 and 606.3. In addition, pedestrian walkways connecting buildings shall be either provided with opening pro- tection at conrtections to buildings in accordance with Section '''' 1004.3.4.3.2 or constructed with both sides ot the pedestrian :~" wlllJcway at least 50 percent open with the open area distributed sO F' as to prevent the accumulation of smoke and toxic gases. 409.4 Width. The unobstructed width of pedestrian walkways shall not be: less than 44 inches (1118 mm). The total width of a pedestrian walkway shall not exceed 30ieet (9144 mm). 409.5 MuimuJXl Length. The length of a pedestrian walkway' sball not exceed 300 feet (91 440 mm). E~CEP'IlONS; 1. Pedestrian waljl;ways that ue fully sprinlt.\l:red lI;Iay be 400 feel (121 920 mm) in length. 2. Unenclosed walkw.ys ot grade. . :;~:l'{~':~:;: ~ '., ,........ '. ) >;~, :",\";;;':; ~~:':-;~{;:' '':'-. . ;' "..: . '. " '<;' ",-':l';:- '.-' '. .. .".. ~~:_:~~:~ - , , 1-. . t- .. \ \ \ \,.., .'" .'. . ,.. .. ~ , . ... ... ".'. ,.1, . :.-': . ..L;;.;:;.:...;.,' ...... ,':'.: .... . :~; :: .;;: .....;. ". ..:....:...:..~........ , , 1997 UNIFORM BUILDING CODE , 409.j6 Multiple Pedestrian Walkways. The distance between , ~;i any ~o pedestrian walkways on the same horizontal plane shall " not ~e less than 40 feet (12 192 mm). 1 1409.~ Required Means of Egress, pedestrian walkways at othet than grade sball not be used as a means of egress. Pedestrian wa.lJ4ways at grade lcvc:l used as required means of egress shall be uno~structed and shall have a minimum width in accordance with Cha1ter to. I EXCEPIl?N; rllde~ltiln walkways conlonning 10 the require- I . IIUIIlIs of. honzontaJ exit roay be used as .. required me<<DS of egress, 409.' Pedestrian Walkways over Public StJ:'eets- Pedestrian waUq.,vl1Ys over public streets shall be subject to the approval of 10- ca.I jtpisdictions. , ( I SECrT'ION 410 - MEDICAL GAS SYSTEMS IN GR9UPS B AND I OCCUPANCIES Medipal gas systems in Groups B and I Occupancies shall be in- stallel1 aDd maintamed in accordance with this section aJld the F'ltC Codei When non!l.ammab]e gas cylinders tor such systems are 10- catedjinside buildings, they shall be in a separate room or enclo- sure ~eparated from the rest of the building by not less than one-Hour fire-resistive constrUction. Doors to the room or enclo- sure ,hall be seli-closing smoke- and draft-contwl assemblies havin~ a tire-protection rating of not less than one hour. Rooms shall ~ave at least one exterior wall in which there are nol IO$! than two v~nts of not less tban 36 square inches (0.023 m~ in area per vent. pne vent.sb,aU b~ within 6 inches (1.52 mm) of the floor and One SiaU be WIthin 6 Inches (152 rum) of the ceiling. i EXCEP'IlON: When ao "xterior wall cannot be provided for the iroom. automatic: 5prink.l~fS shall be install.d within tbe rooll;l and tbl! irooll1 shall be veeted to tbe exterior thtcu&h ducnne contained witbi11 ill onE,hour-rlted shaft enclosure. Approved mechanical ventilation ~hall provide si.,; air changes per hour for tbe room. SEC~ION 411- COMPRESSED GASES The st~rage and hlUldling of compressed "ases shall comply with the Fj~e Code. '" i TABLE 4-A-ATRIUM OF> M'NIMUM ClEAR OPI HeiGHT IN STORIQ 3-4 $07 >< Ja&.8 far 20 30 8 or more 40 I The 5pc~tncd dimensions are the diamllter5 of inscribed circles of rhe atnum. brz{~ May 10, 2000 Bill Lawrence DLR Group 9521 W 78th Street Minneapolis, MN 55344 Rollie Broullard St. Michael's Church 16311 Duluth Avenue Prior Lake, MN 55372 RE: Concept Review of Proposed School Addition Dear Bill and Rollie: This letter serves as a follow-up to our meeting on Friday, May 5, 2000. The following are comments made or issues to be addressed as a part of the review process. A preliminary and fmal plat is required to combine the lots. Staff will work with you to derive a plan in which all of the required improvements are on the existing school lots (metes and bounds description). However, it appears there may not be adequate off-street parking on the site, even if parking is provided across the street at the church. Therefore, variances may be necessary. The timing to process a variance is approximately 45 days. The variance and site plan can be processed simultaneously with your preliminary and final plats. Parking can occur off-site at the church. However, all conditions of the ordinance must be met. The total required parking spaces for the joint use is based on the combined peak requirement. We will calculate the parking for the school based on classrooms, office, and occupancy of the auditorium combined. The parking for the existing church is 1 stall per 3 seats based on maximum occupancy of the assembly area. It was thought occupancy was approximately 1100 seats, resulting in 367 stalls required for the church alone. If there is not adequate parking existing at the church and combined with the proposed school parking area, then additional parking must be provided for if a joint use parking lot is proposed. 16200 Eogle Creek Ave. SE Prior Lake. Minnesota .55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 .l,:'-i EQL,\L OPPOH.TL'NITY E:VIPLOYEP. Church of St. Michael Catholic Community Prior Lake, Minnesota Parking Lot Addition August 1, 2000 Project Narrative: The proposed 57 car parking lot will occur on the North-West corner at the intersection of Pleasant and Duluth on the property of the St. Michael Catholic School. Construction is planned to start and finish in fall of 2000. The purpose of the lot is to reduce parking overcrowding on the local streets and to serve the St. Michael Campus. The proposed parking lot will include two new curb cuts for access onto Pleasant and Duluth, new light standards (see plan for description) and landscape buffering. Finish parking surface will be bituminous paving with concrete curb and gutters. DLR Group, Inc Project Number 4098136-15 1 of 1 I have reviewed the attached proposed request (St. Michael's Parking Lot Site Plan) for the following: Water City Code Grading Sewer Storm Water Signs Zoning Flood Plain County Road Access Parks Natural Features Legal Issues Assessment Electric Roads/Access Policy Septic System Gas ~ Building Code Hi> t:..P Erosion Control Other \L. F( IJ.E CbIJE' / Recommendation: Approval ~ Denial Conditional Approval Comments: C--' t..u / t . ~ fie;....v \-\ DC. P M-rw"\. P 0 N "::::> l T6' I DeT A- I t- ,. . 1-. . IU~ . ~ ~.~ fLAt-.! fio>~ <<_ucff ""'> f. _' ~_ ~ Pc~~. eo; - ft.u- J;>6Pr. ~h/k> ~ ~, F:H'. ~c:N~. F:.J.t. #I.~'" 6!J W~ I~O' e>p F. D. Ct:::>>JN6;..:r/~.. rA/~/AJr'b C4:JNS/~n~ ~I#+m 3~lZ:Ar =~~c;P~ OIV . f ~ Signed: Date: Please return any comments by Thursday. August 17. 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 I :\OOfiles\00sitepl\OO-060\referral,doc Page 2 .. Department of Administration September 4, 2001 Church of St. Michael 16280 Duluth Ave. SE Prior Lake MN 55372 RE: Site: Hydraulic Passenger Church of St. Michael 16280 Duluth Ave. SE Prior Lake 55372 .. Elevator 10# 01-07372PT01-01 Dear Sir/Madam: Minnesota Statutes Chapter 16B provides that the Department of Administration, Building Codes and Standards Division, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSIIASME A 17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, BUILDING CODES AND STANDARDS /'-:~ ~ /,..__ . ..../ } J"', ~....~^.,.,__ ~ -r-, / -J.,..;J' ,) '... ~ .j..<_.) "" .!" /r ,r ..,... ,\" '''/-,.1 L-:.<:,;:':'+/./" '''''Bill J:Reinke ';"~"-=-----;:',' State Elevator Inspector bjr/kad (CE-2) c: Hutchins, Robert Dana, BO, City of Prior Lake Otis Elevator Company P.C.L. 'Construction EIFormCE2 Building Codes and Standards Division, 408 Metro Square Building, 121 7th Place East, St. Paul, MN 55101-2181 Voice: 651.296.4639, Fax: 651.297,1973; TIY: 1.800.627.3529 and ask for 296.9929 FROM: Sue McDermott, City Engineer Bob Hutchins, Building Official Jane Kansier, Planning Coordinator ~ September 7, 2000 U Revised Plans for St. Michael's School Parking Lot Addition TO: DATE: RE: Attached are revised plans for the St. Michael's School Parking Lot Addition. I have also attached a copy of my letter, dated August 21, 2000, outlining the required changes and a copy of the response letter from DLR. Please review these plans and let me know if all required changes have been made. If so, we can approve the site plan for this parking lot. Thank you for your help. If you have any questions, please contact me. Attachments I: \OOfiles\OOsitepl\OO-060\revised plans.doc FilE COpy August 21, 2000 Robert Feller DLR Group 9521 West 78th Street Minneapolis, MN 55344-3853 RE: Review of Site Plan Application for St. Michael's Parking Lot Addition Dear Mr. Feller: We have completed our review of the plans for the St. Michael's parking lot. The following items must be addressed before this plan will be approved. 1. Add a catch basin at the driveway along Pleasant Street. As-built storm sewer plans are attached for your information. 2. Install concrete driveway aprons. A standard detail is attached. 3. Show pedestrian ramps at each driveway location. 4. Call out concrete curb and gutter around the driveway and provide a detail for the curb and gutter. 5. Show sanitary sewer and water services on the plans. 6, Show curb on the north side of the parking lot. 7. Show a handicap ramp on the site and provide a detail of the ramp, 8. Identify whether an irrigation system will be installed. If so, an irrigation plan must be submitted. If there is no irrigation system, the owner must provide a letter of credit good for two years following the date of City acceptance of the landscaping, Once these revisions are completed, we can approve the site plan. You must then file an application for a grading permit. Thank you for your prompt attention to this matter. If you have any questions, please contact me at 447-9810, Sincerely, V ~Q. .~)C~ ~e A. Kansier, AICP Planning Coordinator c: DRC Members ,...J;'.OOOles\O(ls,teq\OO-060\feller.Ooc , '"' '"' 16200 cagle \.....reeK Ave. :J.t.., Prior Lake, Minnesota 00372-1714 / Ph (612) 447-4230 / Fcx '612) 447-4245 -\N EQUAL OPP0PTT,;j-( E:V!P'-.OYER -.1 ~ DLR Group !~'~'~ August 30, 2000 SEP - 5 2fO} :!Ui~ Jt;/ 9521 West 78th Street Minneapolis, MN 55344-3853 ,U\~L \ Ms. Jane Kansier Planning Coordinator, City of Prior Lake 16200 Eagle Creek Avenue S.L Prior Lake, MN 55372 tel 612/941-8950 fax 612/941-7965 m i nneapol i~@dl rgroup.com www.dlrgroup.com RE: St Michael Parking Lot Addition DLR Project No. 4098136-15 Dear Ms. Kansier: In response to you letter dated August 21th regarding the Prior Lake Development Review, I have compiled the following information. I hope this meets you satisfaction: Item #1 Item #2 Item #3 Item #4 Item #5 Item #6 Item #7 Item #8 In conjunction with the as-built storm sewer drawings attached with your letter, the attached civil drawings have been revised to provide a catch basin at the driveway along Pleasant Street. Per the detail attached to your drawings, concrete driveway aprons have added to the civil drawings. Pedestrian ramps have added to the civil drawings at each driveway location, Civil drawings have been clarified to call out concrete curb around the driveway, A detail has been added to the drawings. Civil drawings have been revised to show Sewer and water lines on the site. Civil drawings have been revised to show concrete curb on the north side of the site. In a telephone conversation between Mike Murphy, of DLR Group, and Bob Hutchins, it was agreed that the handicap ramp and accessible signage could be provided in Phase Two (building construction). A note has been added to the drawings stating thus, An irrigation system is not being added to the site. Attached to the original submittal was a letter of credit from the owner for two years following the City acceptance of the landscaping, I have enclosed a copy of the letter. Please, call with any questions or comments regarding the above information, Sincerely, ~G-tdt Robert G. Feller, AlA Project Architect cc: Rollie Brouillard, Ritch MacPherson, John Nightingale, Mike Murphy Minneapolis Chicago Colorado Springs Denver Des Moines Farmington HonolCllu Kansas City Milwaukee Omaha Orlando Overland Park Philadelphia Phoenix Portland Sacramento Seattle Sioux Falls Tampa I Phone Memo ~ DLR Group 9521 W2St 78 Street Minneapolis, MN 55344-3853 lei 612/941-8950 fOIl< 612{941-7965 m in neapol is@dlrgroup.com www.dlrgroup.com Date of Call September 11, 2000 Time 1 :30 pm Project Name St. Michael's Education Center Addition Project Number 4098136-15 Call To Bob Hutchins Company City of Prior Lake To Phone Number 447-9851 Call From Mike Murphy Company DLR Group Phone Number (952) 941-8950 Subject Fire Truck Access Comments The attached drawing showing the proposed layout for phase 2 wa.s faxed to Bob. He determined this layout was in compliance with all the City requirements for fire access. cc Bob Feller Bob Hutchins John Nightingale Jane Kansier y Cover to File Attachments to File y m ;g ,~ to 19 ~ fi '0 i I L I J I ~ ~ II 1 ,i , ',' I Ii, f i d ~ i i I I : I ,! 1 I ! I 1 I I 1 ., I .. .. !61 ~ i I , · I - I ! i I I I ~o~~(r~~":z i ! ~ ' E' , _.___.-~___-~ _=',,_____<_._~-___<____.~"!!!IL~.,.,...-P...lJbJ.lTH A VENU U _..........____1 -,......-__ ~.....__ _____-_ ...___ _ _ ____ ..---c;-,.....-......--c-----,~-----c.-,...-""-~r : ----..."'-- " T 1 (' I _'liO~- I ._-'------'-------'------'------'----rl--'-rT-r--'--- 01\ _ '" ' I ! I \ i 1 I , I o iii DLR Group -~- ! , : I , v - , , 1 I , , r v ! J { i J ! ; I i T II i( 11 ! I , ' 1 , ! I ~ I I k; I ~~ i~~ ~: , .'. i , I I ., 1 I , I , I rLl u I-----------------------i i ! : I I I I ! i J. I i I .: ~ of I i j I i <;! ia:~ I'~q '" r----..L!.lliI---- I i 4 i I ! I - I , I ~ PAOPOSED PHASE 1 PARKING ST_ MICHAEL'S EDUCATION CENTER ADDITION ! , I , , I ... i I I : , I I , I I ; I : , I , v I ! , , ; : L , i I , ., - , , ~ L , ... I ! : I I - o,d c' , ," 1 01 ! ;:l:l' >: I 0' ! a! , , .\. , I I I I I I I , I [fir ~: i ""I ......., : "~'! I , , ! 1 I ~ , ! i , ., I , , ! .J September 18, 2000 John Nightingale DLR Group 9521 West 78th Street Minneapolis, MN 55344-3853 RE: Revisions to Site Plan for St. Michael's Parking Lot Addition Dear Mr. Nightingale: I am sending this letter to you to reiterate the information I left as a voice mail message on Friday, September 15, 2000. Upon review of the revised plans for the St. Michael's parking lot, we have found the plans have not been revised to addressed the following items: 1, The elevations on the catch basins are too high in relation to the gutter elevations. 2. You must specify the pipe and structure type and the materials to be used for the catch basins. These items must be addressed before this plan will be approved. Once these revisions are completed, we can approve the site plan, You must then file an application for a grading permit. Thank you for your prompt attention to this matter. If you have any questions, please contact me at 447-981 0, Sincerely, ~Q,~ U:~ne t::. Kansier, AICP Planning Coordinator c: Sue McDermott, City Engineer Bob Hutchins, Building Official DRC Members I :IOOfilesIOOsltepIlOO-060\revisions2 .doc 16200 Eagle Creek Ave. S.E.. Prior Lake. Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPP'JRTUNITY EMPLOYER ~ September 20, 2000 Parish of St. Michael's Attention: Rollie Brouillard 16311 Duluth Avenue Prior Lake, MN 55372 RE: St. Michael's School Parking Lot Addition Dear Mr. Brouillard: This letter serves as the official notice of approval of the site plan for the addition to the St. Michael's School parking lot at 16280 Duluth Avenue. Attached is an approved set of plans for your files. A grading permit has also been approved for this parking lot. The approved plans require landscaping around this parking lot. You have submitted a letter of credit (LOC) for this landscaping. Please keep in mind the Zoning Ordinance requires a two-year LOC from the time the landscaping is accepted by the City. This means the LOC must be renewed for two years following City acceptance of this project. If you have any questions, please contact me at the Planning Department at 952-447- 9810. ~SincereIQ. K~ ane Kansier, AICP lanning Coordinator Enclosures: 1. Approved Plans c: Mike Murphy, DLR DRC Members 1:\OOfiles\OOsitepl\OO-060\approval.doc Page 1 '200 Eagle Creek Ave. S.E., Prior Lake. Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER CITY OF PRIOR LAKE ORC PROJECT REVIEW CHECKLIST PROJECT NAME: ST. MICHAEL'S SCHOOL ADDITION Review of Site Plan for addition to St. Michael's School. APPLICANT: St. Michael's Parish PROJECT ENGINEERS: DLR Group CONTACT PERSON: John Nightingale 612-941-8950 612-941-7965 (FAX) SITE INFORMATION PID#: 25-902-075-0 LOCATION: 16280 Duluth Avenue This property is located at the northwest quadrant of the intersection of Duluth Avenue and Pleasant Street. EXISTING ZONING: R-2 (Low to Medium Density Residential) COMPREHENSIVE PLAN: R-UMD (Low to Medium Density Residential) PROJECT REQUEST: Review plans for compliance with ordinance. I DISTRIBUTE TO: !Ol APPLICATION FOR: I Frank Boyles . Bud Osmundson Administrative Land Division ... ... ... Sue Walsh ... Sue McDermott Comprehensive Plan Amend. ... Ralph Teschner Jeff Evens Conditional Use Permit ... Chris Esser Lani Leichty Home Occupation ... Bob Hutchins Rezoning ... Don Rye Doug Hartman ... Site Plan Jane Kansier ... Fire Chief Preliminary Plat ... Bill O'Rourke PUD DNR - Pat Lynch ... Minnegasco Final Plat County Hwy. Dept. ... Watershed Dist. Variance MNDOT ... Telephone Co. ~~ Vacation SMDC ... Electric Co. \.\c..~ Mediacom Cable Met. Council Date Received 1 0/2/00 Date Distributed 10/6/00 Date Due 10/13/00 Complete Application NA Date Distributed to 10/6/00 DRC Meeting 10/19/00 Date DRC Publication Date NA Tentative PC Date NA Tentative CC NA Date 60 Day Review Date NA Review Extension NA 1:\00files\OOsitepl\stmike\refer3.doc Page 1 I have reviewed the attached proposed request CSt, Michael's School Addition) for the following: Water City Code Grading Sewer Storm Water Signs Zoning Flood Plain County Road Access Parks Natural Features Legal Issues Assessment Electric Roads/Access Policy ,/ Septic System Gas ./ Building Code Erosion Control Other v -j;::,12.E::- LL:Le Recommendation: Approval /' Denial Conditional Approval Comments: ~. .s"HEL-r C4. \: \t"JDiCAT~ I r:X:'ATle;...JS Or At"JAC.~ FiP..6-/+'1~.A~J PHA5E.:a:r tVlC<:,r SV/L,tJ/Al&.J :S/A-IYlt:S6- GL-foV/V6-~ r !ONoIO -z.. SrteC:-r c I. / i IV LJ (C- i'" Tc WL/-t7/cW A"vO 'Ii~ P&rl 0 L iSH e: 0 4- /-IO;..J se--s OF T?:.~-i"n tAJ/tTl oN Fe#- S~LUC-:y2- AN () u~Af&1Z- S€"::I2-V;c-€:;S J' Signed: "'- Date: Please return any comments by Friday. October 13. 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 1:\OOfiles\OOsitepl\stmike\refer3.doc Page 2 Church of St. Michael Catholic Community Prior Lake, Minnesota School Building Addition September 29, 2000 Project Narrative: The proposed building addition will occur on the North-West corner at the intersection of Pleasant and Duluth on the property of the St. Michael Catholic School. Construction is planned to start in February of 2001 and completion in September of 2001. The purpose of the addition is to meet the needs of the growing school and community. The proposed school addition will include 25,000 square foot, two story building with a 52 car parking lot. The building exterior will include brick, concrete block and aluminum windows. The interior will be classrooms, media center, cafeteria, toilets, faculty lounge and storage. All interior surfaces will be either painted, carpet, vinyl tile or ceramic tile (see floor plans and exterior elevations). The parking will included new curbs, new light standards and finish surface will be bituminous paving. The landscaping will be alone Pleasant for buffering ( see plan for descri pti on). DLR Group, Inc Project Number 4098136-15 1 of 1 October 20,2000 John Nightingale, Architectural Designer DLR Group 9521 West 78th Street Minneapolis, MN 55344-3853 RE: City of Prior Lake Review of the Site Plan Application for the Addition to St. Michael's School Dear Mr. Nightingale: The City has completed its review of the site plan documents submitted so far for the addition to St. Michael's School. In order to comply with the City Zoning Ordinance and other City Codes, the site plan requires the following changes: 1. General Comments: a. The site plan must include lot dimensions and setback dimensions, based on the certificate of survey. b. Will there be an outdoor recreation and play area? If so, where will this area be located? The Zoning Ordinance requires an outdoor recreation or play area be located at least 25' from any lot line. A landscape bufferyard will also be required adjacent to the area. c. Are any signs proposes for this site? If so, the site plan must identify the sign location and include a sign detail. d. A lighting plan is required for the exterior lighting. The plan must include elevations or plans for the lights, as well as a luminaire plan identifying the footcandles. 2, Parkin~: a. Where is the bus loading and parking area? An off-street loading area must be provided. 1:\OOfiles\OOsitepllstmike\changes.doc Page 1 16200 Eagle Creek Ave. S.L Prior Lake. Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER b. The Zoning Ordinance requires a minimum of 2 parking spaces per classroom. What is the total number of classrooms in the building? In addition, what is the occupancy of the auditorium? c. SeCtion 1107.204 (10) of the Zoning Ordinance requires all parking lots be screened from adjacent streets and property. This requires a berm a minimum of 30" high and landscaping providing 80% opacity. The proposed plan does not provide adequate screening. A copy of Zoning Ordinance section is attached for your information. d. A Bufferyard Type "C" is required along the west boundary of the parking lot. This bufferyard requires a minimum of 2 canopy trees, 4 understory trees and 6 shrubs. The required bufferyard plantings may be included as part of the screening requirements. e. Lighting is required in each of the parking lots. Parking lot lighting requires an average horizontal illumination between 0.4 and 1.0 footcandles. 3, Landscaping: a. The addition requires perimeter landscaping, with at least 40 trees, in addition to the required bufferyard landscaping. The required perimeter landscaping may also be included as part of the parking lot screening requirements. b. At least 25% of the 40 trees must be deciduous and 25% must be evergreen trees. In addition, 10% of the deciduous trees must be at least 3 Y2 caliper inches in size, and 10% of the evergreen trees must be at least 8' in height. c. The landscape plan must be prepared and signed by a registered landscape architect. d. If an irrigation plan is not included, the applicant must provide a letter of credit to guarantee the plantings. This letter of credit must be good for at least 2 years following City acceptance of the landscaping. 4. Architectural Design: a. The exterior of the building must consist of at least 60% Class I materials. b. The wall length to wall height of the building may not exceed a 4: 1 ratio. The west wall of the building exceeds this ratio. 5, Building Department Comments: a. Sheet C1.1: Indicate location and type of termination for the sewer and water services for the demolished houses. b. Sheet C4.1: Indicate the locations of adjacent fire hydrants, Phase III West building and Siamese connection. I :IOOfilesIOOsitepllstmikelchanges.doc Page 2 ~'-'_.'';'''~' - - -". .._.~-_..~~.,._.:-...-~...-_._.__., .......... ..,.-...~. ,.."" ".,"~. .-.,.-.-. 6. En~ineerin~ Department Comments: a. SheetC1.1: >- 'Storm sewer shall be bulk headed. >- Castings shall be salvaged for the City. b. Sheet C4.1 : >- Eliminate sidewalk west of the parking lot entrance. >- Show all existing sewer and water services. All unused services shall be properly abandoned. >- Utilize existing 6" PVC sanitary sewer service provide near the southeast corner of the addition. >- Install clean out at the right-of-way line. >- Show existing hydrant near church entrance on plans. >- No open cutting of Pleasant Street will be allowed for gas service. A permit for this must be obtained from the City Engineering Department. >- Only one open cut will be allowed on Pleasant Street for the proposed water main. Size the pro[Josed line accordingly. I have attached several sections of the Zoning Ordinance pertaining to the above requirements for your information. The above items do not include the items required in the letter dated October 5, 2000. These items must still be submitted. Also, please keep in mind we will not issue a building permit for this addition until the final plat has been approved and reco rd ed. Thank you for your attention to this matter. If you have questions relative to the preliminary plat review process, or related issues, please contact me directly at 952-447-9810. Sincerely, J)"" . . _ .'~, , a~ f 'F~ ~nSier, AICP Planning Coordinator cc: St. Michael's Church DRC Members I :IOOfilesIOOsitepl\stmikelchanges.doc Page 3 / 8LOG lis ~~ City of Prior Lake Building Inspection 16200 Eagle Creek Ave. SE Prior Lake, MN 55372 952.447.4230 Plan analysis based on the 1997 Uniform Building Code Project Number: Date: October 27, 2000 Project Name: St, Michaels 2000 Add with Horizontal Ex Address: Occupancy: E1,A3 Construction: II-1hr Contractor: Architect: Engineer: Report By: Enter Your Name NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. --------------------------------------------------------------------- --------------------------------------------------------------------- NFPA 13 sprinkler system throughout the building Sprinkler system used for 1 hr. substitution -- Sec. 508 DIRECTION BOUNDARY NORTH Property line EAST Public way SOUTH Public way WEST Separation wall Allowable area increased -- Sec, 505.1 SEPARATION AREA INCREASE o . 0 Feet 160.0 Feet 85.0 Feet o . 0 Feet 50.% for oPtn FIRE PROTECTION o ,0 Feet 130.0 Feet 55,0 Feet 0.0 Feet area on 2 sides. ~?' f/o/Zl. Cy./-r f\~~ fi,a- - ...., (Q ~ pe~T1'I~ VJ A\o "..v""'1 l?L S7 Page # 2 Code review for: Project Id.: St. Michaels 2000 Add with Horizontal Ex Address: FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ------------------------------------------------------------------- 2 Class Room E1 ok 1228 30300 0.04 ok 2 Class Room E1 ok 7759 30300 0.26 ok 2 Class Room E1A~ ok ~ 30300 0.07 ok TOTAL FOR FLOOR fl.':! 11155 . 30300 0.37 ok 1 Class Room E1 ok 1781 30300 0.06 ok 1 Class Room E1 ok 7206 30300 0.24 ok 1 Class Room E1 ok 2168 30300 0.07 ok 1 Dining Room A3 ok ~ 30300 0.07 ok TOTAL FOR FLOOR {Sf 335 30300 0.44 ok BUILDING TOTAL -- 24510 60600 0.4 ok Sec. 504 and Table 5-B The allowed area for the major use was used for minor accessory areas. NOTE: Accessory area cannot exceed the allowed area in Table 5-B. -- Sec, 504.3 exc. 1 Rooms for kindergarten, 1st and 2nd grade children ard not permitted on any floor other than the 1st floor. -- Sec, 305.2.3 Note: They may be on the 2nd floor if the floor is located within 4 feet from adjacent ground level at the point of exit and the floor has exits directly to the exterior at that level. -- Sec. 305,2.3 exc. 1 The actual height of this building is 28. feet. The maximum ~~ight of the building is 65. feet. -- Table 5-B NORTH For Occupancy E1 In EAST For Occupancy E1 A3 SOUTH For Occupancy E1 A3 ~T AREA SEPARATION WALL - See requirements listed later in this report. EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION I Table 5-A pep. ~/N'7'''''/l.rl~. OOQ7t.$ ""IAJ. S' /f-.......~ ~ / p. /... '! FflPTec.-,-e.t:'. CjO/lt'AJ. ~s Non-Bearing Opening' Construction Parapet S04.~.L Wall Protection Material Required 2 hour Not AllowedNon-Comb No 2 hour Not AllowedNon-Comb No Bea.ring Wall 2 hour 2 -hour Bearing Non-Bearing Opening Construction Parapet Wall Wall Protection Material Required 1 hour 0 hour None Non-Comb No 1 hour 0 hour None Non-Comb No Bearing Non-Bearing Opening Construction Parapet Wall Wall Protection Material Required 1 hour 0 hour None Non-Comb No I 1 hour 0 hour None Non-Comb No Page # 3 Code review for: Project Id.: St. Michaels 2000 Add with Horizontal Ex Address: None 3/4 hour No fire protection requirements for openings. Openings are to be protected with 3/4 hr fire assemblies, 50% of the area of the wall maximum, -- Table 5-A, Footnote 5 & See, 503.2.2 Maximum single window size is 84 sq. ft. with no dimension greater than 12 feet. -- Sec. 713.8 Openings are not permitted in this wall. Not Allowed -- OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Noncombustible o hr See Footnote #2 Interior nonbrg wall Noncombustible o hr See Footnote #4 Structural Frame Noncombustible o hr See Footnote #2 Exterior Struct Frame Noncombustible o hr See footnote #1 Shaft Enclosure Noncombustible 1 hr Floor/Ceiling Assembly Noncombustible o hr See Footnote #2 Roof/Ceiling Assembly Noncombustible o hr See Footnote #2 Stairs Noncombustible None NOTE: See Section 711 for shaft enclosure exceptions. FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 2) Sprinkler System has been used to substitute for 1 hr. ratings. -- Sec.508, See Sec. 508 for exceptions. 4) Fire-retardant treated wood may be used wlthin interior non-bearing 1 hr. wall assemblies, -- Table 6-A, footnote 2 8) If the entire roof structure is 25 feet or more above any floor, the fire rating may be allowed to be eliminated. See limitations and requirements. -- Sec. 603,5 & 602.5 Code review for: Project Id.: St. Michaels 2000 Add with Horizontal Ex Address: Page # 4 PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES -- Sec. 709.6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. -- Sec. 709.6.2 2) Penetrations shall be protected by an approved penetration fires top system and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 709.6.3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches, -- Sec. 709,6.1 Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 709,7 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates, Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire-resistive integrity of wall is maintained. -- Sec. 709.7 Code review for: Project Id,: St. Michaels 2000 Add with Horizontal Ex Address: Page # 5 FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 710.2 Through pentrations: Through penetrations of fire-resistive horizontal assemblies shall be enclosed in fire-resistive shaft enclosures. -- Sec. 710.2.1 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating, The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2, Electrical outlet boxes that have been tested for use in fire-assemblies, The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. -- Sec. 710.2.3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations: The requirements are the same as for through penetrations, -- Sec. 710,3 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire-assemblies. 3, Sprinklers with metal escutcheon plates. Fire-resistive roofs may have unprotected openings, -- Sec. 710.4 Code review for: Project Id.: St. Michaels 2000 Add with Horizontal Ex Address: Page # 6 SMOKE and FIRE DAMPERS -- Sec. 713,10 and 713.11 Dampers shall be accessible for inspection and servicing: 1. Penetrations through area separation walls. Penetrations through occupancy separations, 2. Penetrations of the fire-resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire-resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019-inch thickness (26 gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Exceptions: 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward. 2, Penetrations of a fire-resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3, Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans, 4, Penetrations of the ceiling of fire-resistive floor-ceiling or roof-ceiling assemblies. Exception: Smoke dampers are not required. 5, Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7, Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. OCCUPANCY SEPARATIONS -- Table 3-B E1-A3 Ohr Code review for: Project Id.: St. Michaels 2000 Add with Horizontal Ex Address: Page # 7 HEATING EQUIPMENT SEPARATION: FOR El OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302,5 FOR A3 OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec, 302.5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec, 2802 A 3 hour separation is required from an El occupancy. -- Table 3-B EXIT REQUIREMENTS: FL NAME NUMB OCC MIN MIN EXITS WIDTH PANIC €~ DOOR NOTES HDWR OR SWING ------------------------------------------------------------------------- 2 Class Room 61 2 12.2 Yes Out 5 18 2 Class Room 388 2 77.6 Yes Out 5 18 2 Class Room ACI08 2 21. 6 Yes Out 5 18 TOTAL 449 2 134.7 Yes Out 1 Class Room 89 2 17.8 Yes Out 5 18 1 Class Room 360 2 72.0 Yes Out 5 18 1 Class Room ACI08 2 21. 6 Yes Out 5 18 1 Dining Room 147 2 29.4 Yes Out 4 18 TOTAL 596 3 119.2 Yes Out Page # 8 Code review for: Project Id.: St, Michaels 2000 Add with Horizontal Ex Address: NOTE: Areas with 'AC' before the number of occupants area is being treated as an accessory for occupant loads. -- Sec. 1003.2.2.2.1, Exception Hallways shall be considered as inte1vening rooms for exit-access design purposes. -- Sec, 1004,3,3.1 Walls and ceilings of hallways are not required to be fire-resistive unless they are required to be fire-resistive based construction type. -- Sec, 1004.3,3.3 There is no restriction as to the amount and type of openings unless protection of openings is required by some other code provision, -- Sec. 1004.3.3.4 Elevator lobbies are not required, -t Sec. 1004.3.3.5 In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec, 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1004.2,6 Exit signs are required from all areas where 2 or exits are required, -- Sec. 1003,2.8,2, Exception 2 No point to be more than 100 feet from an exit sign, Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003,2.8.2, Exception 1 Door swing is based on Sec, 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec, 1003.2,3 and Table 10-B Exit width is to be divided approximately equally among exits. -- Sec. 1003,2,3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. -- Table 10-B For the minimum For the minimum For the minimum For the minimum width width width width of of of of doors, see Sec. 1003.3.1.3 hallways, see Sec. 1004.3,3.2 corridors, see Sec. 1004,3,4.2 stairways, see Sec. 1003.3,3,2 Code review for: Project Id,: St, Michaels 2000 Add with Horizontal Ex Address: Page # 9 ~) 18) ~5) FOOTNOTES: Panic hardware is based on Sec. 1007.2.5 e ~e:.e. : (001.3. /0 See exception for main exit in A-3 occupancies and churches. Panic hardware is required from rooms with an occupant load of 50 or more and from corridors, -- Sec. 1007.3.10 The requirement for this hallway/corridor to be a corridor is based on this area requiring more than one exit, -- Sec, 1004,2.2, Exception NOTE: One exit may be through an adjoining or intervening room, which in turn provides direct access to an exit or to a corridor. -- Sec, 1004.2.2, Exception 4, FLUSH AND SURFACE BOLTS: Manually operated edge- or surface-mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface-mounted hardware, The unlatching of any leaf shall not require more than one operation, -- Sec, 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort, -- Sec, 1003,3,1.8 Code review for: Project Id,: St. Michaels 2000 Add with Horizontal Ex Address: Page # 10 STAIR NOTES: Public stairways: 1) The rise of steps shall not be less than 4 inches or greater than 7 inches. The minimum run is 11 inches. The maximum variation is 3/8 inch in a flight of stairs. -- Sec. 1003.3.3.3 2) The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 49. -- Sec. 1003.3.3.2 Also see exit table above to see if minimum width is greater than 44 inches. In an E-occupancy, the minimum clear width of a stairway is 5 feet if the stairs are serving an occupant load of 100 or more. -- Sec. 1007.3,6 3) Provide a handrail on both sides of stairway 34 to 38 inches above the nosing, May be on one side of stairways less than 44 inches wide. -- Sec. 1003,3.3,6, Exception 1 4) Provide a guard rail where drop off is greater than 30 inches, -- Sec. 509.1 5) The minimum height is 42 inches. -- Sec. 509,2 6) Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through, -- Sec. 509.3 The triangular opening formed at the riser, tread and guardrail may be 6 inches. -- 509.3, Exception 2 7) The minimum headroom is 6 ft,- 8 inches. Such clearance shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above at all points. -- Sec. 1003,3.3.4 8) Enclosed usable space under the stairs is required to be protected as required for 1 hr. fire-resistive construction. -- Sec. 1003.3.3.9 ELEVATOR REQUIREMENTS: 1) When the elevator vertical travel is 25 feet or more, each associated elevator lobby or entrance area and associated machine rooms shall be provided with an approved listed smoke detector for elevator recall purposes only. -- Sec. 3003.2 2) In building three or more stories in height, at least one elevator serving all floors shall accommodate a wheelchair. See the complete list of requirements in code book. -- Sec. 3003,4.1 3) In all structures four or more stories in height, at least one elevator shall be provided that can accommodate an ambulance-type stretcher 76 inches by 24 inches in the horizontal position, -- Sec. 3003.5 4) Shafts (hoistways) housing elevators extending through more than two floor levels shall be vented to the outside. The area of the vent shall not be less than 3 1/2 percent of the area of the elevator shaft, provided a minimum of 3 square feet per elevator is provided. -- Sec. 3004. Vents shall be capable of manual operation only. Code review for: Project Id,: St. Michaels 2000 Add with Horizontal Ex Address: Page # 11 LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold, When access is not required, the maximum is 1 inch, -- Sec, 1003.3,1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 250 feet. -- Sec. 1004,2.5, The maximum travel distance within an E occupancy rooms is 75 feet. -- Sec. 1007.3.3.1 The maximum travel distance in an E occupancy is 225 feet, -- Sec, 1007.3,3,2 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2,2 Code review for: Project Id.: St. Michaels 2000 Add with Horizontal Ex Address: Page # 12 BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117.1. At least 50 percent of all entrances shall be accessible, -- Sec, 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story-level landing or shall be accessed from an area of refuge. -- Sec. 1104,1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2,1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof, -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire-resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two-way communications are required. -- Sec, 1104,2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility, -- Sec, 1104,2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15-A 2) See section 1504 and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: If there are 100 or more sprinklers, all valves controlling the water supply and water-flow switches shall be electrically monitored, Valve monitoring and water-flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station. -- Sec, 904.3.1 Page # 13 Code review for: Project Id,: St. Michaels 2000 Add with Horizontal Ex Address: WARNING: -- If any of the above require a sprinkler system throughout the building, then the sprinkler system cannot be used for one hour substitution. -- Sec. 508 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9-A FOOTNOTES: FIRE ALARM SYSTEM: A fire alarm system is required is required in an E-occupancy when the the occupant load exceeds 50. -- Sec. 305,9 The operation of the sprinkler system shall activate the school alarm system. The alarm system is to be as set forth in the Fire Code. VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system, Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8-B, 2) Carpeting on the ceiling is required to have a Class I flame spread rating, -- Sec, 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U,B,C. Standard No. 8-2 -- Sec, 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. -- Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. -- Sec. 807,1.2 INSULATION NOTES: 1) All insulation material including facings are required to have a flame-spread rating of 25 or less and a maximum smoke density of 450. -- Sec. 707.3 2) Foam plastic insulations are required to be protected, -- Sec. 2602 Code review for: Project Id.: St, Michaels 2000 Add with Horizontal Ex Address: Page # 14 ADDITIONAL REQUIREMENTS: For E1 occupancy 1) All corridors serving an occupant load more than 100 are required to be the required width plus 2 feet but not less than 6 feet. -- Sec. 1007.3,5 2) A fenced in area without unlocked gates must have a dispersal area greater than 50 feet from the building. -- Sec. 1007.3.11 For A3 occupancy PLATFORM: 1) Permanent platforms shall be constructed of materials as required for the building type of construction. -- Sec. 405.2 2) If the area under the platform is used for any purpose (including storage) other than equipment wiring or plumbing, then the floor construction shall be not less than 1 hour fire resistive. -- Sec. 405,2 Floor-1st Occupancy-Class Room When seats are not fixed, the capacity of this area is required to be posted at 89 occupants in a conspicuous place on an approved sign near the main exit. -- Sec, 1007.2.6 Floor-1st Occupancy-Class Room When seats are not fixed, the capacity of this area is required to be posted at 360 occupants in a conspicuous place on an approved sign near the main exit. -- Sec. 1007.2.6 Floor-1st Occupancy-Class Room When seats are not fixed, the capacity of this area is required to be posted at 108 occupants in a conspicuous place on an approved sign near the main exit. -- Sec, 1007,2.6 Floor-2nd Occupancy-Class Room When seats are not fixed, the capacity of this area is required to be posted at 61 occupants in a conspicuous place on an approved sign near the main exit, -- Sec. 1007.2.6 Floor-2nd Occupancy-Class Room When seats are not fixed, the capacity of this area is required to be posted at 388 occupants in a conspicuous place on an approved sign near the main exit. -- Sec, 1007.2.6 Floor-2nd Occupancy-Class Room When seats are not fixed, the capacity of this area is required to be posted at 108 occupants in a conspicuous place on an approved sign near the main exit. -- Sec. 1007.2,6 Page # 15 Code review for: Project rd.: St, Michaels 2000 Add with Horizontal Ex Address: Floor-1st Occupancy-Dining Room When seats are not fixed, the capacity of this area is required to be posted at 147 occupants in a conspicuous place on an approved sign near the main exit. -- Sec. 1007.2.6 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO/ANSI Al17.1 - 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2,1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. -- Sec, 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. -- Sec, 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor, -- Sec. 4.15,4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2,4,4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4,2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec, 4,15.4.2 Code review for: Project Id,: St. Michaels 2000 Add with Horizontal Ex Address: Page # 16 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec, 4.16,3, 4.2,3 & Fig. 84.2,3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec, 4.17.2 & Fig. 84,17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets, -- Sec, 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum, -- Sec. 4.18.3.2 & Fig. 84.18.3.1 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4.24,2,2 & Figs. 84,17.3, 84.17,4 and 84.18,3.1 a) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec, 4.17.4.1 & Figs. 84,17.3 and 84,18.3,1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4.17.4.2 & Figs. 84.17.3, 84.17,4 and 84.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor, -- Sec, 4.17.3 & Fig, 84.17,3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec, 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec, 4.20.2.1 & Fig, 84.20,3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig, 84.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided under the la'ory. -- Sec. 4,20.3.2 & F ,B4.20.3,2 Code review for: Project Id.: St. Michaels 2000 Add with Horizontal Ex Address: Page # 17 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4,20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4,16.6 & Fig. B4.20.3.1 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies, 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers, Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet, 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A, Exposed area of an individual pane greater than 9 square feet, B. Exposed bottom edge less than 18 inches above the floor, C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge, 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS MAR 2 I 2001 Plans and specifications on plumbing: St. Michael Education Center Addition, Prior Lake, Scott County, Minnesota, Plan No. 012049 OWNERSHIP: SUBMIITER(S): PCL Construction Services, Inc., 12200 Nicollet Avenue South, Burnsville, Minnesota 55337 Plans Dated: November 2,2000 Date Received: March 12,2001, February 7, 2001 Date Reviewed: March 16, 2001 SCOPE: This review is limited to the design of this particular project only insofar as the provisions ofthe Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should be retained at the project location for future reference. Enclosed is a copy of the report and transmittal letter to be forwarded to the project owner. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the finished plumbing inspection. It is the responsibility of the contractor/installer to notify the State Health Department when the installation will be ready for a test and inspection. To schedule inspections, contact the state plumbing standards representative for your region, or call the metro office at 1-800-926-6216, or Gary Topp at 651/215-0841. REQUIREMENT(S): I. A water closet shall not share a common yent with another fixture connecting to a vertical drain at a different level. Wet venting of water closets is only allowed when stack venting in accordance with Minnesota Rules, part 4715.2560. Thelwater closets and urinals must be individually vented. .; 2. Floor sinks must be individually vented in accordance with Minnesota Rules, part 4715.2620 and part 4715.1300, subpart 4. The floor sinks in the water softener room and the Mechanical Room No.110, near the stairway, shall comply with this requirement. 3. A full-size vent stack (3-inch minimum) must be provided for every building (see Minnesota Rules, part 4715.2520, subpart 1). This stack must be continuous in size from its base to its terminal and should be the most remote stack from the location where the building drain leaves the building. Verify compliance for this requirement. St. Michael Education Center Addition Plumbing Plan No. 012049 Page 3 March 16,2001 Ap,jrov d: ![ / / /l '/.~ Public Health Engineer Environmental Health Services Section P.O. Box 64975 St. Paul, Minnesota 55164-0975 651/215-0840 CMT:cac cc: Project Owner PCL Construction Services, Inc. Mr. Robert Hutchins, Plumbing Inspector ,,/ Plumbing Unit File . Church of St. Michael Educa Prior Lake, iv1innesota . .~ (enter Addition and Kemodeling 4098136.15 ~ DOCUMENT 00911 ADDENDUM 1 DLR GROUP 9521 West 78th Street Minneapolis, Minnesota 55344.3853 612.941.8950 612. 941.7965 (FAX) November 15, 2000 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 Architect under the laws of the State of Minnesota. Marlene F. Evenson Date 11,15,00 Registration No. 21322 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 Engineer under the laws of the State of Minnesota. Darush Saki zadeh Date 11,15.00 Registration No. 27021 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 Civil Engineer under the laws of the State of Minnesota. Raymond A. Hicklin Date 11.15.00 Registration No. 18424 .l \ \ 00911- 1 C;\PROIECTS\Mge, 36\ 'i\ + SPECS\PHASE ,:,009' 1 Sf M ADOENOUM V\ll:CHI.OOC ADDENDUM 1 Church of St. Michael Educa,,"':n renter Addition and Remodeling Prior Lake, Minnesota 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 Landscape Architect under the laws of the State of Minnesota. Dale A. Nielsen Date 11.15.00 Registration No. 18616 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 Mechanical Engineer under the laws of the State of Minnesota. Don Horkey Date 11.15.00 Registration No. E9414 (Nebraska/Minnesota # Pending) "P---.; 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 Electrical Engineer under the laws of the State of Minnesota. Shawn M. Whalen Date 11.15,00 Registration No. 23994 4098136.15 c:;;\PItOlECTS\MgeIJ61S\-+-SPECS\PHASE !\OO91lST M ADDENOUM (Ai:CHl.OOC ADDENDUM 1 00911-2 Church of St. Michael Educc._ _n Center Addition and Remodeling Prior Lake, Minnesota 4098136.15 PROJECT MANUAL VOLUME 1 PROJECT MANUAL VOLUME 2 ITEM NO.1 PROJECT MANUAL VOLUME 3 SECTION 15782STM - ROOF TOP UNIT A. Add the following subparagraphs2,l.A.l.e - 2.1.A.1.f to subparagraph2.1.A.1. e, Lenox f. Carrier DRAWINGS ITEM NO.2 DRAWING CO.l - TOPOGRAPHIC SURVEY A. Delete this Drawing. Substitute with Attachment C1. ITEM NO, 3 DRAWING C4.1 - SITE MECH.lELEC. UTILITIES PLAN A. Revise Drawing as indicated on Attachment C2. ITEM NO.4 DRAWING C5.1 - SITE IMPROVEMENT DETAILS A. Revise Detail as indicated on Attachment C3. ITEM NO.5 DRAWING L 1.1 - SITE LANDSCAPE PLAN A. Delete this Drawing. Substitute with Attachment L 1. ITEM NO, 6 DRAWING 51.1 - STRUCTURAL NOTES & FOUNDATION PLAN - AREA A A. Revise Drawing, as indicated on Attachment 51. ITEM NO.7 DRAWING 52.1 - AREA A A. Revise Drawing, as indicated on Attachment 52. ITEM NO.8 DRAWING 53.1 - FOUNDATION DETAILS A. Delete NOT FOR CONSTRUCTION symbol in upper right hand corner. ITEM NO.9 DRAWING 54.1 - FRAMING DETAILS A. Delete NOT FOR CONSTRUCTION symbol in upper right hand corner, ITEM NO.1 0 DRAWING 54.2 - FRAMING DETAILS A. Delete NOT FOR CONSTRUCTION symbol in upper right hand corner. ITEM NO. 11 DRAWING 54.3 - FRAMING DETAILS A. Delete NOT FOR CONSTRUCTION symbol in upper right hand corner. B. Add Detail 13/54.3, as indicated on Attachment 53. C. Add Detail 14/54.3, as indicated on Attachment 54. ITEM NO. 12 DRAWING A1.l - FLOOR PLAN, FIRST FLOOR - AREA A A. Add detail reference to expansion joint, included as Attachments A 1, A2, and A3. B. Add 4'-0"x4'-0" tackboard integral with markerboard at Classroom A 111. Typical for all Classrooms. C. Room Finish Schedule - Room A 100 - Passage: Delete floor VCT. Add VCT 1-5. D. Room Finish Schedule - Room A 101 - Vestibule: Delete floor VCT1. Add VCT 1-5. E. Room Finish Schedule - Elevator: Delete floor VCT. Add VCT 1. F. Room Finish Schedule - Room A205 - Toilet: Delete floor CT. Add CT 1-3. G. Room Finish Schedule - Room A206 - Toilet: Delete floor CT. Add CT 1-3. ADDENDUM 1 00911-3 C:\PlI:OIECT5\M981 3615\... SP€CS\PHASE ::'OO9115T M ADDENOUM I..utCH1.OOC Church of St. Michael Educ<.. 1 Center Addition and Remodeling Prior Lake! Minnesota 4098136.15 H. Room Finish Schedule - Room A2G8 - Classroom: Delete floor CPT. Add CPT1. I. Room Finish Schedule - Room A209 - Classroom: Delete floor CPT. Add CPT1. J. Room Finish Schedule - Room A211 - Classroom: Delete floor CPT. Add CPT1. K. Room Finish Schedule - Room A214 - Classroom: Delete VCT1-S. Add VCT1. L. Room Finish Schedule - Room A219 - Classroom: Delete floor CPT. Add CPT1. M. Room Finish Schedule - Room A214 - Classroom: Delete ceiling material APC. Add ceiling material APG. N. Room Finish Schedule - Room A215 - Principal's Office: Delete ceiling material APG. Add ceiling material APC. O. Room Finish Schedule - Stair Landings: To be VCT1 at Stair A1S1, A1S2, A2S1, and A2S2. ITEM NO. 13 DRAWING A1.2 - FLOOR PLAN, SECOND FLOOR - AREA A A. Revise Drawing, as indicated on Attachment A 10. B, Delete window tag at east wall of Cafeteria. Label "L" at (3) windows. Add window tag label 7 for (2) 6'-0" wide windows. Add window tag 8 for 10'-8" wide window. C. Provide 16'-0" markerboard and 4'-0" tackboard on north wall at Room A214, ITEM NO, 14 DRAWING A3.1 - REFLECTED CEILING, FIRST FLOOR - PLAN A A. Add detail reference, included as Attachments A4 and AS. ITEM NO. 1S DRAWING A4.1 - ROOF PLAN A. Revise Roof Plan, as indicated on Attachment A8. B. Revise Existing Roof Plan, as indicated on Attachment All. ITEM NO. 16 DRAWING AS.1 - EXTERIOR ELEVATIONS A. Revise control joints, as indicated on Attachment A9. ITEM NO. 17 DRAWING A7.1 - WALL SECTION A. Revise wall section 10/A7.1 and add detail 121A4.2, included as Attachments A6 and A7. ITEM NO. 18 DRAWING E2.2 - POWER PLAN, SECOND FLOOR, AREA A A. Revise south wall of science room, room A214, as indicated on Attachment E1. END OF ADDENDUM ADDENDUM 1 00911-4 G:\PRO)EC1'S\M9&l)'lS\+ SPt:CS\PHASE :\009115T M ADOENOUM1~..OOC ,/ /' /' /' ,/ /' ,/ I SITE ~ MECH.jELEC. 1" = 20'-0" ATTACHMENT C2 TO ADDENDUM NO. 1 DATED NOVEMBER 15, 2000 ~ I II " .~ I H ." " ; ;1 . . "- Ilb~~ 1'1 IIIL- III ' i 1:--- I II i iI 1111& 'i' li~ (( f' ~VYDRANT '../ t f2\~ .'''' ~.: ('~ 2 .\ (~" ""I ) .~ ~~. ,-~.<, - I "'--../ '.>. I i " 104 LF 4" WM~: d · ! H iiH~ l'lt 'f-, II ,,:' 'I ' i, ' I" , ;I '!I- II/ ~ IY :;. !~ I UTI LITI ES PLAN PARKING LOT BASE - 4'-0" HANDHOLE WITH #6 STRANDED COPPER. T[ GASKETED COVER ROU.:E INTERNALLY THROUGH .,..... -.- r BASE COVER GROUT'~~E:V~::~~G ~~ '.'~ P~::HOR BOLTS PER .____i:i- ,r-'--="::Y- MANUFACTURER'S 1" CHAMFER EDGE r-=--,'c.-_ . RECOMMENDATIONS I --;rc~ :1 :II' "'-#3 CIRCULAR TIES - ;:-'i" 3 AT 2" OC, REMAINDER PVC /j/:i AT 12" OC. PIPE --/ :1 H ,.,-~--)>t.,....tt-r/, ~:?~~l'r~/"..'jl ,I ,',j 1,. /. " < / l7t .' ',' ~ ~" '".',', .'''''' ,-",-,." i.</<~;t:;r,/)'> 'i<7~l >':'",I_;,,~I::<-:'{: -~c:.:='~ . GRADE ~ RIGID STEEL ELL CONNECT STRANDED COPPER TO GROUND ROD W/ CODE APPROVED CONNECTOR. ~6 -#6 VERT BARS 5/8" x 10' GROUND ROD - COPPER CLAD ~3" CLEAR 24" DIA CONC FTG NOTE: MAINTAIN 3" CLEARANCE BETWEEN GROUND CONDUIT & REBARS AND/OR TIES. @ :!:~}~ l~o?LE BASE I~ ATTACHMENT C3 TO ADDENDUM NO. 1 DATED NOVEMBER 15, 2000 . N I in --t.- a:::~ i . ("oj ~ I . 0 0 I - ~ ~ I") 4{)'-o- E ~ ATTACHMENT 51 . .. I - ~ I i-'1 a 30' -6" I c-.. 0 . .. f:3 I ~ <n a. c.n --<8 . N I in - J---- . <Q I -~ ATTACHMENT 52 ATTACHM~NT 53 ATTACHMENT 54 .xJ -b \J TCH LINE - AREA B --- -- TCH LINE - AREA A \. 1'-4- I . ~ I in 1'-8- . ~ I ;.... -------------- PARTIAL FLOOR PLAN 1/8. = 1'-0. . ~ .1 ll'l -4 N I in - --<fJ --<8 . N I '0 --<D . o I to -~ ~ I N AITACHMENT A 1 TO ADDENDUM NO. 1 ATTACHMENT A2 TO ADDENDUM NO. 1 f ~ STL COLUMN SEE STRUCTURAL SEALANT wi BACKER ROD 1" EXPANSION JOINT wi COVER PLATE CMU WALL DETAIL SCALE: 1 -1/2" = 1'-0. , '~- ATTACHMENT A3 TO ADDENDUM NO, 1 (;\. ~3Y .///// / '// '// ":":'.~ ,,'~"<:<.' :.~ ".:' '///////////////////////////////////// : '.::~:/~:::' :~/:?::\..::':~::;..-: v: ...~.r~,...,.v , <.l :,:~"V~::\.:<!. '7 '1' i7 ; UP I~ RISER~ ! ~ l'!. ~ TIel) 11 [W j 6 'f.,.~ ~ ~ ..... / - VGW8 BULKHEAD 7" -0" AFF . ij g (;\ I 'e3) EN TO ABa (;\ . 'e3) . . GWB BULKHEAD JV "-0" AFF (7;\ l ~ ~k i __ 'e3) SIM - "- .-. - [/ /APC 8'-0" AFF; / I / II UP 2 ~ I :P E" '/ ~ I ~ (~ // '//////// I flV ~^I r; v //y/// .// '/ '/"//// '/ ~i.~,i}" l;0.j~::~::~q2~f/\;j ;l,:~,~\::,: cr'::";: :':' ,:'C -<(0":,:'~" <.:.> ) ::X::'>f :".:f~~;3>.i)2~.~:::.~ri,~:: L-/ ..f r ".):' ..J.).'~.~ .....0 :.'IOr..'ILJf-'.., . 1" . r. ] "'-1 PARTIAL REFLECTED CEILING PLAN 1/8. = 1'-0. FIRST FLOOR LEVEL ATTACHMENT A4 TO ADDENDUM NO. 1 CMU WALL CONTINUE 1'-0" HIGH GWB AT SIMILAR CONDITION FLOOR PLANC STL BEAM - SEE STRUCTURAL 0 :z: o u ~ :i in !< ~ ::i o COLUMN BEYOND 5/8" GWB ON 2 1/2" STL STUDS APC @ SOFFIT DETAIL SCALE: 1" = l' -0" \ ATTACHMENT A5 TO ADDENDUM NO, 1 A ~ t> . -.to --- / I I I I I I (12\ ~ FIN FLOOR EL= 111' -4" I I I I I 'I I .1 I ! I I I I I t II ) .....------- Ii J II II '" III III III III III III III III III III III III III III III W II II ... III III II "' III III III III III III III III III III III III III III n II PASSAGE Qj][) , . . , . . EXISTING CURTAIN WALL TO REMAIN EXISTING FLOOR AND BEAM EXISTING CEIUNG STL TUBE AND PLATE SEE STRUCTURAL - PT REMOVE AND RELOCATE AL DR AND FR STL TUBE AND PLATE BEYOND SEE STRUCTURAL PT '" FIN FLOOR EL= 1 00' -0" WALL SECTION @ CONNECTING LINK ATTACHMENT A6 TO ADDENDUM NO. 1 EXISTING CURTAIN WALL TO REMAIN COUNTER FLASHING WD BLOCKING SINGLE PLY ROOFING OVER 3/4" EXTERIOR GRADE PLYWOOD WD BLOCKING dJ dJ \ \ h ATTACHMENT A7 TO ADDENDUM NO. 1 00 I o ..- ..- SIM --- PARTIAL ROOF PLAN '\ 1/8- = 1'-0- AITACHMENT A8 TO ADDENDUM NO. 1 CSMU2 IU1 CSMU1 PREFINISH MET COPING . ,:~ .... ..'~. " '", ....',.'...;.'.... . . '- ,'.<. . '.-.;- '.. - .. . ... ','~:'''' . '.-' .......... . '." . . ;.... ..... CSMU1 RFCMU1 O.F. DRAIN SEE DETAIL 5/A4. .:- . ...., .,... ".', . -~ " ' ATIACHMENT A9 TO ADDENDUM NO. 1 ~ 0) I r CJ ICJ ~ ~ I I I I 32' -0' I CJ I ~ I [) I ~ CJ I . CLASSROOM . 0 10 I I (A214) ~ ~ "" FIN [) ICJ r- r I ! I RELOCATED CASEWORK I . ;ND ~EF. _BY_ OW~l0- .... I I ;... I I I CJ I ~41~ I r CJ.... I - OFFICE J {;;;\. (A216 ) r;\ \ PARTIAL FLOOR PLAN 118- = 1'-0- ATTACHMENT A 10 TO ADDENDUM NO. 1 , , ATTACHM~NT A 11 TO ADDENDUM NO. 1 (V \ L1-35 14'-9' " I . CLASSROOMf' \(A2T4):= if' _go PARTIAL POWER PLAN, SECOND LEVEL ( 1/8" = 1'-0" '. ATTACHMENT E1 TO ADDENDUM NO. 1 Church of St. Michael Educatl'-'oI Center Addition and Remodeling Prior Lake, Minnesota DOCUMENT 00912 ADDENDUM 2 DLR GROUP 9521 West 78th Street Minneapolis, Minnesota 55344.3853 612,941.8950 612.941.7965 (FAX) November 27, 2000 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 Architect under the laws of the State of Minnesota. Marlene F. Evenson Registration No. 21 322 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 Civil Engineer under the laws of the State of Minnesota. Raymond A. Hicklin Registration No. 18424 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 Landscape Architect under the laws of the State of Minnesota. Dale A. Nielsen Registration No. 18616 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 Mechanical Engineer under the laws of the State of Minnesota. Don Horkey Registration No, E9414 (Nebraska/Minnesota # Pending) ADDENDUM 2 G:\PltOIECTS\M9a13Dl5\+ SPf:C5\PHASE NXl91lST M ADDENDUM I.MCHI.OOC 4098136.15 00911- 1 Church of St. Michael Educatiu,1 Center Addition and Remodeling Prior Lake, Minnesota 4098136.15 PROJECT MANUAL VOLUME 1 PROJECT MANUAL VOLUME 2 ITEM NO, 1 SECTION 07811 - SPRAYED FIRE RESISTIVE MATERIAL A. Intumescent fire resistive material located at steel lintel, at door A 101 C and A 104. ITEM NO, 2 SECTION 09960 - HIGH-PERFORMANCE COATINGS A. Epoxy paint to be at all Toilet wainscoat walls and Toilet ceilings. ITEM NO, 4 SECTION 09310 - CERAMIC TILE A. 2.3,B.1.c - Delete (CTW2). Add (CTW3), CERAMIC TILE PATTERN A. Refer to ceramic tile pattern, as indicated on Attachment A2 and A3. ITEM NO.3 PROJECT MANUAL VOLUME 3 DRAWINGS ITEM NO.5 DRAWING C3.1 - SITE GRADING & DRAINAGE PLAN A. Revise drawing, as indicated on attachment C1. ITEM NO, 6 DRAWING C5.2 - SITE IMPROVEMENT DETAILS A. Delete DetailS. ITEM NO.7 DRAWING A 1.1 - FLOOR PLAN, FIRST FLOOR - AREA A A. Delete Plan Note No, 6, B. Add Plan Note No.6. 6. Remove existing aluminum door and frame and relocate to west wall Room A 101. e. Room Finish Schedule - All wainscoat CT walls to be 4'-0" high in all toilets. ITEM NO.8 DRAWING A4.1 - ROOF PLAN A. Relocate downspout at existing Gym, as indicated on Attachment A 1. ITEM NO.9 DRAWING A4.2 - ROOF DETAILS A. Detail 3/A4.2 - Add reglet at existing brick. ITEM NO, 10 DRAWING A9.2 - DETAILS A. Detail 17/A9.2 - Delete plam top, Add sloped metal top, B. At horizontal exit wall, elevator, and elevator equipment room, apply Detail 18/A9.2. ITEM NO. 11 DRAWING M1.3 - MECH PLAN, ROOF - AREA A A. Delete exhaust hood EF-4. END OF ADDENDUM 00911-2 C:\PROIECT5\M981J61S\+SPfCS\PHASE :!\OO91lST M ADO€NOUM \AllCHI.DCX: ADDENDUM 2 . i / .~, j,// '- ,\"j!U//~ ""' -= ._~~=-- V ,~Ji\'~ //lji \'~ 11/ \ l \L- 't 1\ 1'\, I \, -r-\-- m-.-t----~- i \ " ! " "\ I \ ! ~-r--- \ ! ---4----- III '. I~ , , 'I , I, \.. Ii ,,! I, "l 'I I',j i fj I II' , I. i-II ! I, 1:1 ! II , , , \. '~ "'-, " " , ----- \, '. 40.94W 40.44P 40.85W 40.35P I' 1\ . \ I & 1\ ---=---=-- I 1.__-.-----; '" 'C ' --,-.-~".,., ,'.',' . '_ Q-O-{] .\ . L,-=:, - '. .- - .-----/': ; , \ (.c. CP u:"-. 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Xl w: I) ""\< ''-'-'- ::,i ~i ;:..:~ : ..1, >-y cr:! .._1 <'-<,1 ,-I z! ,;.[ --I ......, 'to,: i -- , '",,/ I Ld! , '-"'-r-~ . ! \to I , i ._~- EX:STINC'<'--CATCH BAS:,'j ,'.- - ----r' _______________'?~'c_-- j't _____.\ O~~~O~~""~~-7U-~"O=~=O~~--O=~=O~ _=~-u----u------ i ",,-1:/ / I ~ I ,- --> -------------n--~>~O="O=~=OO~"O=~'Foo~"'-f cw. - I ! :::X;Sil~JG 18 S7(~~:/ SEvVC:R SITE GRADING & 1" = 20'-0" ATTACHMENT C1 TO I ADDENDUM NO. 2 I DATED NOVEMBER 27, 2000 FLOW 937.07 iNVERT 9.30.07 Ii ~, 1 \, i '-.j: ;11 '! ill iT ! :,1 I H[ -["lr , If I, " =, " I" i; : , i' [I 'i il t: i' I d -r:;1--., , , \. '\ DRAINAGE PLAN -------EXiSTING ROOF~ REMOVE EXISTING SCUPPER AND DOWN SPOUT - PATCH EXISTING ROOF AS REQUIRED NEW SCUPPER AND DOWN SPOUT - PATCH EXISTING ROOF AS REQUIRED NEW ROOF------ PARTIAL ROOF PLAN SCALE: 1/16" = 1'-0" ATTACHMENT A 1 TO ADDENDUM NO. 2 5d NO RT H (j) " () }> r r [':1 0 .. -- "'- 0 ~ s II ;0 ~ ...... - ""U I 0 s r ::t> z ~ - II r L-J m ""U ::t> ~ ~ m )> :::0 ( ~ - z ~ r OJ r I )> r ~o ~ n ATTACHMENT NO. A2 TO ADDENDUM NO. 2 (/) ~ (") )> r [:1 .... -u " - ~ () ~ II :t> .... - r I 0 () -f ~ :t> r r -u ~ -f m ;0 z )> -; ~ )> - z en () 0 ~ () o < rr1 CD )> (/) rr1 /1. (/) rTJ =< -0 ~ -- .. / I c.: / I ~:, I to.: ~.. ,-. '. r, . .. ~..: I ~': ..' \ .' I I ~:, I .- ~:. . rT1 ~:' -0 -i ..' \ , -l'.:. ~.: ~..' ~.. ~:; I I ~.. I ,-." , .' .' '.' .- .' .' C.' .. ~: - =< -0 ! 4'-0- ATTACHMENT NO. A3 TO ADDENDUM NO. 2 _._-_.~....-...........,,----.,.,.-.......,............-. /' I ! \ , ; \ ') John Nightingale, Architectural Designe) \ DLR Group \ 9521 West 78th Street / ~nneapoliS, MN 55344-3853 //// \ ....." ,/,/ RE:---Cit~LotP~Review for Application Completeness for the Site Plan Application for the Addition to St. Michael's School " ee. November 27, 2000 Dear Mr. Nightingale: On November 13, 2000, the City of Prior Lake Development Review Committee (DRC) received additional information for the Site Plan application for the addition to St. Michael's School. We have received the majority of materials required for review of this site plan. However, this application will not be complete until the following issues have been resolved: 1. The west wall of the addition exceeds the maximum wall length to wall height ratio of 4:1. If you intend to proceed with this design, you must submit a variance application for review and approval. 2. You must obtain a permit from the Prior Lake-Spring Lake Watershed District for this development. A copy of the approved permit, along with any plans must be submitted to the City. 3. A final plat application must be submitted and approved by the City Council. We will continue to review the plans we have received. In the meantime, you must address the above issues before we will approve the plans. Thank you for your attention to this matter. If you have questions relative to the preliminary plat review process, or related issues, please contact me directly at 952-447-9810. Sincerely, (J.~ ane Kansier, AICP lanning Coordinator cc: St. Michael's Church DRC Members 1:\OOfiles\OOsitepl\stmike~ncom.e!ete2.doc Page 1 16200 Eagle Creek Ave, :::>.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER ~ Metropolitl .1 Council ~ Working for the Region, Planning for the Future Environmental Services December 5,2000 Bob Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. Prior Lake, MN 55372-1714 Dear Mr. Hutchins: The Metropolitan Council Environmental Services Division has determined SAC for the St. Michael's School Addition located within the City of Prior Lake. This project should be charged 13 SAC Units, as determined below. SAC Units Charges: Classroom 7132 sq. ft. @ 30 sq. ft.lstudent@ 18 students/SAC Unit 13.21 or 13 If you have any questions, call me at 602-1113, IIAi/C -1 05/;H;J,. / 76JrA '- Sincerely, ~ c3. ~b. Jodi L. Edwards Staff Specialist Municipal Services Section JLE: (355) 001205S6 j cc: S. Selby, MCES Tad Ulrich, PCL Construction Services Inc. e}j.~ 230 East Fifth Street St. Paul. Minnesota 55101-1626 (651) 602-1005 Fax 602-1183 TOO/TIT 229-3760 An Equal Opportunity Employer Church of St. Michael Education Center Addition and Remodeling Prior Lake, Minnesota 4098136.15 DOCUMENT 00913 POST-BID ADDENDUM 1 DLR GROUP 9521 West 78th Street Minneapolis, Minnesota 55344.3853 612.941.8950 612.941.7965 (FAX) December 5, 2000 I hereby certify that this plan, specification, or report was prepared by me or under my direct su ervision and that I am a duly Registered ngi eer under the laws of the State of Minnesota. '1 " 00913- 1 C ;\?ll:OIECTS\M98 I 361 S\ ~ SPECS\PHAst !"OQ91)5 r M PeS T-8ID ADDENDUM I .CVI DOC POST-BID ADDENDUM 1 Church of St. Michael Education Center Addition and Remodeling Prior Lake, Minnesota 4098136.1 S PROJECT MANUAL VOLUME 1 PROJECT MANUAL VOLUME 2 PROJECT MANUAL VOLUME 3 DRAWINGS ITEM NO.1 DRAWING (2.1 - SITE LAYOUT PLAN A. Revise drawing as indicated on Attachments C1 & C2. ITEM NO, 2 DRAWING C3.1 - SITE GRADING & DRAINAGE PLAN A. Delete drawing, Substitute Attachment C3. ITEM NO.3 DRAWING C5.2 - SITE IMPROVEMENT DETAILS A. Add detail 6/C5.2 as indicated on Attachment C4. END OF ADDENDUM 00913-2 C_\PROlfCTS\M98IJ6IS\...SPKS\?HASE 1\0091)51 M PQ<jT.810 "aDENDUM 1 ,CVLOOC POST-BID ADDENDUM 1 [[JJ ECI. NOlE 4 ~ f II \ r iI \ Ii 1 Ir :1 I' EJ1i ,I 'I' :11 :\ i U 'I i I I III i I III H- :~i i ! I I I II ! 'I' U '1'1 ; ! , I .\, :1, l' j, 'i !I ' ~ '\ o 01\ ,-' '-~; -\ -,-, ~ !,,~ \ " ,'" """,-/ '--J ".y.. "'" ~~ ~ 1 CONCRETE WAL~ I 1 MA TCH EXISnN~ ~ 5.1 WALK ALIGNMENT ! It- ~ t I G 3= ~S ~S >> ul i CLI ~! I 0...' ~i > '> 01 01 I "- i >> CD ATTACHMENT C1 TO POST-BID ADDENDUM NO, 1 I DATED DECEMBER 4, 2000 W ~~T2~_o" LAYOUT NORTH PLAN :./1 c, /) / /''. ~,:( ~ J I -" I ~ OJ x OJ c:; I ~ ..,. x ~ :... :E :E .,., i I , ;:. ::,. t,;,.. c".:,. -j ~~ ~R>;d -<co..,. uO fTl -fTl 'CO Xz -jI}> Vl . 0 550;0 0.,., I I;o C~X fTl}>O 0;;::0 X OJ CfTl< r fTl .,., fTl I ;0 ;0 }> '_I }> CD ;;:: 0 fTl < Vl fTl 4" ~'::. Z :::::: ~ :z: 2 ^ ~ I ~~ i ''. to. ,. "-Vl ,,' 0- -0 ZfTl -j :E }> r ~ ^ c ATIACHMENT C4 TO POST -810 ADDENDUM NO. 1 DATED DECEMBER 4, 2000 ^. f:'J ~ (~ ,\ f Z Z Z -j 0 0 0 ::0 fTl V. N ~ Z 0 I V. V. V. C 0 co co co fTl }> co co CO fTl -j 0 0 0 -j }> I I I fTl r 0 I 0 ;0 0 C) Z 0 0 ;0 ..,. ..,. ..,. Z }> U CO CO CO fTl u CO CO CO fTl ;0 0 0 0 Z 0 I I I )> < 0 I 0 I fTl X X X 0 fTl 0 C )> r Vl Vl Vl 0 -j -j -j 0 -< -< -< < r r r fTl -j fTl fTl fTl ;0 ;0 fTl 0 0 0 Vl Z -j 0 I I I -< I r Vl C) Vl fTl Vl 0 ;0 0 0 C }> C I 0 -j 0 fTl fTl 0 C r fTl -< Z -< C)U fTl 0 fTl ;ofTl Vl Vl -;0 u;;:: )> I -< -< -< ufTl fTl fTl fTl -z Vl Vl Vl 80 fTl U1 OJ V. ~ r 0 0 fTl .,., Z fTl .,., .,., C) fTl fTl fTl -j -j fTl fTl I -j -j ~ N ~ 0 ..,. 0 ::E Z - - z Z ~ ~ OJ N N 0 Z - Z Z City of Prior Lake Building Inspection 16200 Eagle Creek Ave. SE Prior Lake, MN 55372 952.447.4230 Plan analysis based on the 1997 Uniform Building Code Project Number: Project Name: st. Michaels school add Address: Date: December 6, 2000 Occupancy: B,E1,A3 Construction: II-1hr Contractor: Architect: Engineer: Report By: Enter Your Name NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials, --------------------------------------------------------------------- --------------------------------------------------------------------- NFPA 13 sprinkler system throughout the building Sprinkler system used for 1 hr. substitution -- Sec. 508 DIRECTION BOUNDARY NORTH Property line EAST Public way SOUTH Public way WEST Property line Allowable area increased -- Sec. 505.1 SEPARATION AREA INCREASE 0.0 Feet 160.0 Feet 85.0 Feet 0.0 Feet 50.% for open FIRE PROTECTION 0.0 Feet 130.0 Feet 55.0 Feet 0.0 Feet area on 2 sides, Page # 2 Code review for: Project Id.: st, Michaels school add Address: FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 2 Class Room El ok 4997 30300 0.16 ok 2 Other Occupancy B ok 6158 27000 0.23 ok TOTAL FOR FLOOR 11155 28385 0.39 ok 1 Class Room El ok 4778 30300 0.16 ok 1 Dining Room A3 ok 2200 20250 0.11 ok 1 Other Occupancy B ok 6377 27000 0.24 ok TOTAL FOR FLOOR 13355 26576 0.5 ok BUILDING TOTAL 24510 54740 0.45 ok -- Sec. 504 and Table 5-B Rooms for kindergarten, 1st and 2nd grade children ard not permitted on any floor other than the 1st floor. -- Sec. 305.2.3 Note: They may be on the 2nd floor if the floor is located within 4 feet from adjacent ground level at the point of exit and the floor has exits directly to the exterior at that level. -- Sec. 305.2.3 exc. 1 The actual height of this building is 29. feet, The maximum height of the building is 65. feet. -- Table 5-B Page # 3 Code review for: Project Id.: st, Michaels school add Address: EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Occupancy B E1 A3 EAST For Occupancy B E1 A3 SOUTH For Occupancy B E1 A3 WEST For Occupancy B E1 A3 None 3/4 hour Bearing Non-Bearing Opening Construction Parapet Wall Wall Protection Material Required 1 hour 1 hour Not AllowedNon-Comb No 2 hour 2 hour Not AllowedNon-Comb No 2 hour 2 hour Not AllowedNon-Comb No~v<. '04- (5 51+ FfZ47i "'S5u"",~ ,0. L. f /5 Bearing Non-Bearing Opening Construction Parapet [U'trW 10 m 'N, Wall Wall Protection Material Required 1 hour 0 hour None Non-Comb No 1 hour 0 hour None Non-Comb No 1 hour 0 hour None Non-Comb No Bearing Non-Bearing Opening Construction Parapet Wall Wall Protection Material Required 1 hour 0 hour None Non-Comb No 1 hour 0 hour None Non-Comb No 1 hour 0 hour None Non-Comb No Bearing Non-Bearing Opening Construction Parapet Wall Wall Protection Material Required 1 hour 1 hour Not AllowedNon-Comb No 2 hour 2 hour Not AllowedNon-Comb No 2 hour 2 hour Not AllowedNon-Comb No No fire protection requirements for openings. Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq. ft. with no dimension greater than 12 feet. -- Sec. 713.8 Openings are not permitted in this wall. Not Allowed -- Page # 4 Code review for: Project Id.: st, Michaels school add Address: OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Noncombustible o hr See Footnote #2 Interior nonbrg wall Noncombustible o hr See Footnote #4 Structural Frame Noncombustible o hr See Footnote #2 Exterior Struct Frame Noncombustible o hr See footnote #1 Shaft Enclosure Noncombustible 1 hr Floor/Ceiling Assembly Noncombustible 0 hr See Footnote #2 Roof/Ceiling Assembly Noncombustible o hr See Footnote #2 Stairs Noncombustible None NOTE: See Section 711 for shaft enclosure exceptions. FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 2) Sprinkler System has been used to substitute for 1 hr. ratings. -- Sec.508. See See, 508 for exceptions. 4) Fire-retardant treated wood may be used within interior non-bearing 1 hr. wall assemblies. -- Table 6-A, footnote 2 8) If the entire roof structure is 25 feet or more above any floor, the fire rating may be allowed to be eliminated. See limitations and requirements. -- Sec. 603.5 & 602,5 Page # 5 Code review for: Project Id,: st, Michaels school add Address: PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES -- Sec. 709.6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. -- Sec, 709.6.2 2) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated, -- Sec. 709.6.3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. -- Sec, 709.6.1 Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 709.7 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches, 2. Sprinklers with metal escutcheon plates, Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire-resistive integrity of wall is maintained, -- Sec. 709.7 Page # 6 Code review for: Project Id.: st, Michaels school add Address: FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 710.2 Through pentrations: Through penetrations of fire-resistive horizontal assemblies shall be enclosed in fire-resistive shaft enclosures. -- Sec. 710.2.1 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar, The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches, 2. Electrical outlet boxes that have been tested for use ln fire-assemblies. The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. -- Sec. 710.2.3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 710.3 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2, Electrical outlet boxes that have been tested for use in fire-assemblies, 3. Sprinklers with metal escutcheon plates. Fire-resistive roofs may have unprotected openings. -- Sec. 710.4 Page # 7 Code review for: Project Id,: st, Michaels school add Address: SMOKE and FIRE DAMPERS -- Sec. 713.10 and 713.11 Dampers shall be accessible for inspection and servicing: 1. Penetrations through area separation walls. Penetrations through occupancy separations. 2. Penetrations of the fire-resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire-resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019-inch thickness (26 gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Exceptions: 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward, 2, Penetrations of a fire-resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3, Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans. 4. Penetrations of the ceiling of fire-resistive floor-ceiling or roof-ceiling assemblies. Exception: Smoke dampers are not required. 5. Penetrations of an atrium enclosure element, Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. c* ~- \ ~,~.?~~CUPANCY SEPARATIONS -- Table 'W E1 Ojhr A3 Ohr E1-A3 Ohr O~ A~ ~qt], eAf!t~SI WA~.s 3-B Page # 8 Code review for: Project Id.: st, Michaels school add Address: HEATING EQUIPMENT SEPARATION: FOR B OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input, -- Sec. 302.5 FOR E1 OCCUPANCY: A 1 hr, occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302.5 FOR A3 OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302,5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area, A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 1 hour separation is required from an B occupancy. -- Table 3-B FOR B OCCUPANCY: Laboratories and vocational shops containing hazardous materials are required to be separated from the rest of the building by not less than a 1 hr occupancy separation. -- Sec. 304.2,2.1 EXIT REQUIREMENTS: FL NAME NUMB OCC MIN MIN EXITS WIDTH PANIC HALLWAY/ DOOR NOTES HDWR CORRIDOR SWING ------------------------------------------------------------------------- 2 Class Room 250 2 50.0 Yes N/A Out 5 2 Other Occupancy AC62 2 12.4 No Corridor Out 18 TOTAL 250 2 75,0 Yes N/A Out 1 Class Room 239 2 47.8 Yes Corridor Out 5 18 1 Dining Room 147 2 29.4 Yes Corridor Out 4 18 1 Other Occupancy AC64 2 12,8 No Corridor Out 18 TOTAL 386 2 77.2 Yes N/A Out Page # 9 Code review for: Project rd.: st. Michaels school add Address: NOTE: Areas with 'AC' before the number of occupants area is being treated as an accessory for occupant loads, -- Sec. 1003.2.2.2.1, Exception Hallways shall be considered as intervening rooms for exit-access design purposes. -- Sec. 1004.3.3.1 Walls and ceilings of hallways are not required to be fire-resistive unless they are required to be fire-resistive based construction type. -- Sec. 1004.3.3.3 There is no restriction as to the amount and type of openings unless protection of openings is required by some other code provision. -- Sec. 1004,3.3,4 In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1004.2.6 Exit signs are required from all areas where 2 or exits are required. -- Sec. 1003.2.8,2, Exception 2 No point to be more than 100 feet from an exit sign, Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec, 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2,3 and Table 10-B Exit width is to be divided approximately equally among exits, -- Sec. 1003.2.3,2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. -- Table 10-B For the minimum For the minimum For the minimum For the minimum width width width width of of of of doors, see Sec. 1003.3.1.3 hallways, see Sec, 1004.3.3.2 corridors, see Sec. 1004.3.4.2 stairways, see Sec. 1003.3.3.2 Page # 10 Code review for: Project Id,: st. Michaels school add Address: FOOTNOTES: 4 ) 5) 18) Panic hardware is based on Sec. 1007.2.5 See exception for main exit in A-3 occupancies and churches. Panic hardware is required from rooms with an occupant load of 50 or more and from corridors. -- Sec. 1007,3,10 The requirement for this hallway/corridor to be a corridor is based on this area requiring more than one exit. -- Sec. 1004.2,2, Exception NOTE: One exit may be through an adjoining or intervening room, which in turn provides direct access to an exit or to a corridor. -- Sec. 1004.2.2, Exception 4. FLUSH AND SURFACE BOLTS: Manually operated edge- or surface-mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used, When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface-mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec, 1003.3.1.8 Key-locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device, -- exc. LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch, -- Sec, 1003.3,1,6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width, The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 Page # 11 Code review for: Project Id,: st, Michaels school add Address: TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 250 feet. -- Sec. 1004.2.5. The maximum travel distance within an E occupancy rooms is 75 feet. -- Sec. 1007.3.3.1 The maximum travel distance in an E occupancy is 225 feet, -- Sec, 1007,3.3,2 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 BUILDING ACCESSIBILITY: ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15-A 2) See section 1504 and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: If there are 100 or more sprinklers, all valves controlling the water supply and water-flow switches shall be electrically monitored. Valve monitoring and water-flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station. Sec. 904.3.1 WARNING: If any of the above require a sprinkler system throughout the building, then the sprinkler system cannot be used for one hour substitution. -- Sec. 508 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9-A FOOTNOTES: VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 Page # 12 Code review for: Project Id.: st. Michaels school add Address: WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec, 804.1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. -- Sec. 807,1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. -- Sec. 807.1.2 INSULATION NOTES: 1) All insulation material including facings are required to have a flame-spread rating of 25 or less and a maximum smoke density of 450. -- Sec. 707.3 2) Foam plastic insulations are required to be protected, -- Sec, 2602 ADDITIONAL REQUIREMENTS: For B occupancy For E1 occupancy 1) All corridors serving an occupant load more than 100 are required to be the required width plus 2 feet but not less than 6 feet. -- Sec, 1007.3.5 2) A fenced in area without unlocked gates must have a dispersal area greater than 50 feet from the building. -- Sec. 1007,3.11 For A3 occupancy PLATFORM: 1) Permanent platforms shall be constructed of materials as required for the building type of construction. -- Sec. 405,2 2) If the area under the platform is used for any purpose (including storage) other than equipment wiring or plumbing, then the floor construction shall be not less than 1 hour fire resistive. -- Sec. 405,2 Page # 13 Code review for: Project Id,: st, Michaels school add Address: Floor-1st Occupancy-Class Room When seats are not fixed, the capacity of this area is required to be posted at 239 occupants in a conspicuous place on an approved sign near the main exit. -- Sec. 1007,2.6 Floor-2nd Occupancy-Class Room When seats are not fixed, the capacity of this area is required to be posted at 250 occupants in a conspicuous place on an approved sign near the main exit. -- Sec. 1007.2,6 Floor-1st Occupancy-Dining Room When seats are not fixed, the capacity of this area is required to be posted at 147 occupants in a conspicuous place on an approved sign near the main exit. -- Sec. 1007,2,6 Page # 14 Code review for: Project Id.: st, Michaels school add Address: GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C, Exposed top edge greater than 36 inches above the floor, 0, One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge, 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. December 13,2000 PCL Construction Services, Inc. 12200 Nicollet Avenue South Bumsville, Minnesota 55337 Attn: Tad Ulrich Re: St. Michael's 2000 School Addition Dear Tad: Following are the results of the plan review for the St. Michael's 2000 School 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. Sht C2.1: Provide yard setback dimensions to addition. 2. Sht C2.1: 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 Department connection. UFC 1001.7.1. 3. Sht C2.1: Move East HDCP parking stalls to the area in front of the ramped access. MSBC 1341.0428 Subpart 2. 4. ShtC4.1: Locate all Fire Hydrants in the immediate area. tttI~"t,IIIYP, ONf.1 /tPN '-}#t.k:IJ 5.y Sht C4.1:4: Water service to fire hydrant appears incorr:~r"'/'-' ~IV' )lcn.~.'#~ cA~r ~~ 6. Sht C4.1: Locate Post Indicator Valve (PI V) on sprinkler supply line a minimum distance away from the building; the height ofthe building. _ It~ Ii. {J'V((p S, C~.{ "'t" ~ C,-,IZ 6 7. Sht OP.l: Door 10lC opening not allowed on Property line. Move assumed property line 5' -0" north. UBC Table 5-A. 16200 Eagle Creek Ave. S.E., Prior Lake. Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER PCL Construction Services, Inc. Page 2 of 4 December 13, 2000 8. Sht OP.l: Provide detail and time line on temporary construction access/egress for kindergarten, first and second grade students in existing school for the south at- grade exit at door A 10 1. 9. Sht OP.l: Explain plumbing count as it pertains to UBC Table A-29-A. 10. Sht OP.1: Explain knock out panels in AI02 cafeteria. II. Sht OP.l: Post occupant load signs in A 102, A114, and A214. UBC 1007.2.6. 12. Sht OP.l: An occupant load count of 549 is on Code plan and 415 on Floor plan verify lIOP.1. 13. Sht OP.l: Provide detail of Elevator draft curtain. 14. State of Minnesota Building Codes and Standards Division must inspect Elevator. MSBC 1307.0035. 15. Submit a soils report. 16. Submit Energy Envelope Calculations. MN Energy Code 7670.0100. 17. Provide the Illumination Budget Calculation Summary, MN Energy Code Part 7670.080. 18. Describe use of Prep room A218. 19. Provide a recycling space. MSBC 1300.4700. 20. Provide a cross section of stairs AlSl and AlS2 and a detail of the roof ship ladder indicating rise and run and handrail dimensions. 21. Detail 6/A9.2 and Proj. Manual 05511 2.8 AI: Intermediate rails less than 4" opening. UBC 509.3. 22. Sprinkler system shall be monitored by a remote station. MSFC 1003.3.1. PCL Construction Services, Inc. Page 3 of4 December 13,2000 23. Provide fire extinguishers minimum 2A10BC rated, within 75 feet travel distance of all areas. UFC 1002. 24. Sht ELI: Exit signs required at doors Al14 and Al14A. UBC 1003.2.8.2. 25. Sht E2.1: Install a fire alarm manual pull station office A216 by the door A215 and eliminate all others. 26. Install a Fire Department key lock box by door A112A. This department has authorized application order forms. 27. Submit signed sprinkler plans. May be submitted at a later date. 28. Sht M5.1: To what device is RH-1 interlocked? 29. Sht S1.1 and S2.2: Detail maintenance of two-hour fire resistance of block wall at beam pockets. Example locations are 1 F and 2F. 30. Separate permits are required for HV AC, Plumbing, Sprinkler, and Fire Alarm. An Electrical permit is required from the State of Minnesota Board of Electricity. 31. Proj. Manual Sect. 7841 lAB and 7842 lAB: Provide shop drawings of fire stopping systems with mechanical permit submittals. 32. Doors A116, 118, 205, 206 require maneuvering clearances. MSBC 1341.0442 Subpart 6 Figure 25 (a). 33. Provide HDCP Interior and Exterior signage details. MSBC 1341.0476 Go?,1 34. Detail 10/5.1: Vertical sign dimensions between 48" to 60" to bottom of sign and parking surface. MSBC 1341.0428 subpart 4. 35. Detail 11 A9.1: Clear floor space for water closets require a 42" side dimension; redimension 5'-0" measurement to inside edge of partition. MSB~ 1341.0448 Subpart 2. 36. Detail 3 and 4/A9.1: Dimension horizontal and vertical grab bars. MSBC 1341.0448 Subpart 4. 37. DetaiI4/A9.1: Detail/dimension Drinking fountain. MSBC 1341.0446. PCL Construction Services, Inc. Page 4 of4 December 13,2000 38. Detail 3/A9.1: Scaled water closet does not appear to coincide with WC-2 in Proj. Manual Section 15410 3.8B. 39. Detail 6/5.1: Indicate location oframp. tN' Lv ~~,<.:... " I ~0, l Other code items may be addressed when the final plans are submitted. The building plans must be reviewed by the City's Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Finance, and Building Departments. The DRC must approve the plans before a building permit can be issued. If you have any additional questions regarding the preliminary plan review, please contact me at my office, (952) 447-9851. Robert D. Hutchins, BUIlding Official RDH/lsa CC: John Nightingale, DLR Group Architectural Designer -- DLR Group January 12,2001 9521 West 78th Street Minneapolis, MN 55344-3853 Mr. Robert Hutchins Building Official 16200 Eagle Creek Ave. S.E. Prior Lake, MN 55372-1714 tel 612/941-8950 fax 612/941-7965 ri1 i nnea poi is@dlrgroup.com www.dlrgroup.com RE City Plan Review St. Michael Education Center Addition DLR Project No. 4098136-15 / File 5.5 D SeEIVE ~ r"'I .. 19 am ~ Dear Bob: The following are responses to your comments on the review of St. Michael Education Center Addition Construction Documents. Requirements: Item No. 1. We will provide yard setback dimensions to the addition per Post Bid Addendum 2. Item No.2. We will provide fire lanes for fire apparatus response and sign to read: "No Parking Fire Lane by order of Fire Department" per Post Bid Addendum 2. Item No.3. Relocating east HDCP parking stalls to area in front oframped access is not possible because of grade elevations. Item No.4. All fire hydrants are located on Sheet C4.l. Item No.5. We will provide 6" pipe for water line to new fire hydrant per Post Bid Addendum 2. Item No.6. We will locate Post Indicator Valve (PIV) 2 feet from curb on right away per Post Bid Addendum 2. Item No.7. We will relocated north property line 5'-0" north per Post Bid Addendum 2. Item No.8. The connecting link is planned to be complete with exception of final interior painting prior to August 6, which is the start up date of summer bible school. If however, the connecting link is not complete due to unforeseeable conditions a 4' -0" wide by 7' -0" high plywood enclosure will extend from existing building south 40' -0" and east 35' -0" to existing parking lot. Minneapolis (~hicago Colorado Springs Denver Des Moines Farmington Honolulu Kansas City Milwaukee Omaha Orl.:mdo Overland Park Philade!phia Phoenix Portland Sacramento Seattle Sioux Falls Tampa 2. Item No.9. The plumbing count will be calculated base on the following: Base Bid (6 Classrooms, 5 on First Level and 1 on Second Level, 25 occupants per classroom) 6 x 25 = 150 total students 150/2 = 75 male 150/2 = 75 female Male Water Closets: Male Lavatories Urinals F emale Water Closets Female Lavatories 75/30 = 3 required (3 provided) 75/35 = 3 required (3 provided) 2 total 75/25 = 3 required (5 provided) 75/35 = 3 required ( 3 provided) Altemate (10 Classrooms 5 on First Level and 5 on Second Level, 25 occupants per classrooms and second set of Toilets on Second Level) lOx 25 = 250 total students 250/2 = 125 male 250/2 = 125 female Male Water Closets Male Lavatories Urinals Female Water Closets Female Lavatories 125/30 = 5 required (6 provided) 125/35 = 4 required (6 provided) 4 total 125/25 = 5 required (10 provided) 125/35 = 4 required (6 provided) Item No. 10. Knock out panels identified on sheet ALl in Cafeteria Al 02 are expansion joints in masonry, which enable the masonry between the joints to be removed in future expanSIOns. Item No. 11. Occupant load signs will be posted in rooms AI02, A114, and A214. Item No. 12. The occupant load count on Lower Level is 415, which will be included in Post Bid Addendum 2. Item No. 13. The detail of Elevator draft curtain is located on Sheet A3.2 detail 5/ A3.2 and the height of the draft curtain is located on Sheet A3.1 and A3.2. (12" high). Item No. 14. The elevator will be inspected by the State of Minnesota Elevator Inspector. Item No. 15. The soils report has been submitted with the enclosed responses. 3, Item No. 16. The Energy Envelope Calculations has been submitted with the enclosed responses. Item No. 17. The Illumination Budget Calculation Summary will be submitted prior to final approval. Item No. 18. Room A218 (Prep Room) will be used for storage of equipment. Item No. 19. The recycling space will located at the dumpster locate north of new construction. Item No. 20. The stairs are identified in the Specification 05511 (Metal Stairs), 05521 (Pipe Railings) and detaiI6/A9.2. Item No. 21. We will revise detail 6/ A9.2 to maintain intermediate rails to be less than 4" in Post Bid Addendum 2. Item No. 22. The sprinkler system will be monitored by a remote station, Item No. 23. The fire extinguishers are within 75 feet travel distance of all areas and are shown on sheet OP.l Code Plan and A1.1 and A1.2 Floor Plans. Item No. 24. We will provide exit signs for doors Al14 and A114A per Post Bid Addendum No.2. Item No. 25 . We will install a fire alarm manual pull station located in Office A216 at door A216 and eliminate all other pull stations per Post Bid Addendum 2. Item No. 26. A Fire Department key lock box will be installed at door A112A. Item No. 27. Signed Sprinkler Plans will be submitted at a later date. Item No. 28. On sheet M5,1, RH-l is interlocked with EF-3. Item No, 29. Fire rating at beam pockets will be maintained with fire safing. Item No. 30, Pennits will be pulled by the individual HV AC, Plumbing, Sprinkler and Fire Alarm contractors. Item No. 31. The mechanical contractor will provide shop drawings of fire stopping systems with mechanical pennit submittals. 4. Item No. 32. Handicap clearances at doors A116, A118, A205, and A206 will meet acceptable clearances by omitting one electric water cooler per Post Bid Addendum 2. Item No. 33. Handicap Exterior signage is located on sheet C5.1 detail 1O/C5.1 and interior signage will be provided. Item No. 34. The vertical sign dimensions pertaining to detail IO/C5.1 is 48" to bottom of sign and detaiII1/C5.1 is 54" to bottom of sign per Post Bid Addendum 2. Item No. 35. We will provide 5'-0" clear inside dimension for the water closets toilet partitions at detail 1/ A9.1 per Post Bid Addendum 2. Item No. 36. Dimensions of horizontal and vertical grab bars are scheduled in specification section Toilet AND BATH ACCESSORIES 10801. The mounting height for grab bars in detail3/A9 will be revised to 33" above finish floor per Post Bid Addendum 2. Item No. 3 7. We will revise detail 4/ A9.1 for spout height of drinking fountain to be 36" above finish floor and the drinking fountain specified will be in compliant with MSBC 1341.0446 which will be included in Post Bid Addendum 2. Item No. 38. Detail 3/ A9.1 the handicap grabs will be raised to 33" above finish floor per Post Bid Addendum 2. Item No. 39. Detail 6/C5.1 will be omitted per Post Bid Addendum 2. Sincerely, DLR Group John Nightingale Project Architect cc. Rollie Brouillard, Tad Ulrich, Andy Landman, Mike Murphy, Don Horkey, Darush Sakizadeh IIII DLR Group 9521 West 78th Street Minneapolis, MN 55344-3853 January 18,2001 Mr. Robert Hutchins Building Official 16200 Eagle Creek Ave. S.B. Prior Lake, MN 55372-1714 tel 612/941-8950 fax 612/941-7965 m i n neapol is@dlrgroup.com IVww.d!rgroup.com RE City Plan Review St. Michael Education Center Addition DLR Project No. 4098136-15 / File 5.5 Dear Bob: Weare submitting the Illumination Budget Calculation Summary per your code review request Item No. 17. Sincerely, DLR Group John Nightin e Project Architect cc. Rollie Brouillard, Tad Ulrich, Andy Landman Minneapolis Chicago Colorado Springs Denver Des Moines Farmington Honolulu Kansas City Milwaukee Omilha Orlando Overiand Park Phil,ldelphia Phoellix Portland Sacramento Seattle Sioux Falls Tampa Lighting Compliance Certificate COMcheck-EZ Software Version 2.1 Release Ib Minnesota Commercial Code Edition Section 1: Project Information Project Information: Owner/Agent Information: St. Michael's Catholic School Prior Lake, MN ArchlEng: DLR Group 9521 West 78th St. Minneapolis, MN. 55344 Andy Landman Document Author Information: Section 2: General Information Building Location: Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Building Use Method of Compliance: Scott, Minnesota 16 8618 447 Whole Building Method Whole Building Type(sk Schools 10,001-25,000 2 Floor Area 22000 r~oject Description (check one): X New Construction Addition Alteration _ Unconditioned Shell (File Affidavit) Section 3: Requirements Checklist Controls, Switching, and Wiring Independent controls for each space (switch/occupancy sensor) Exceptions: Security lighting, building lobby/retail store/mall Inspection Approved Initial Date (Y IN) Master switch at entry to hotel/motel guest room Two switches, dimmer, or occupancy sensor in each space providing a uniform illumination pattern Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor, storage, restroom, or lobby Photocell/astronomical time switch on exterior lights Exceptions: Large covered areas requiring lighting during daylight hours Tandem wired one-lamp and three-lamp ballasted luminaires Exceptions: Electronic high-frequency ballasted luminaires not on same switch Interior Lighting Total actual watts must be less than or equal to total allowed watts Allowed Watts 35200 Actual Watts 24385 Complies(Y IN) YES Exterior Lighting Type(s) of exterior lighting sources: Fluorescent X Metal Halide _High-Pr. Sodium Other Exceptions: Lighting Application Worksheet COMcheck-EZ Software Version 2.1 Release lb Minnesota Commercial Code Edition Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts (ft2) (watts/ft2) (B x C) 22000 1.6 35200 Total Allowed Watts = 35200 Building Type Schools 10,001-25,000 ft2 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description / Lamps/ # of Fixture ID Lamp Description Wattage Per Lamp / Ballast Fixture Fixtures Watt. (D x E) Interior RF2 2'X4', Recessed / 48" T8 32W / Electronic 2 41 65 2665 RF4 2'X4', Recessed / 48" T8 32W / Electronic 4 106 120 12720 DHl Downlight / Metal Halide lOOW / Electronic 1 2 125 250 PFl Pendant / 48" T8 32W / Electronic 2 20 65 1300 RFl 1 'x4', Recessed /48" T8 32W / Electronic 2 17 65 1105 WFl Wall Mount / Quad 2-pin 26W / Electronic 1 1 30 30 PHI Pendant / Metal Halide 250W / Electronic 1 12 285 3420 Exterior EHl Parking Lot / Metal Halide 400W / Electronic 2 450 900 EH2 Wall Packs / Metal Halide lOOW / Electronic 7 285 1995 Total Actual Watts = 24385 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Lighting PASSES: Design 31 % better than code Total Allowed Watts = 35200 Total Actual Watts = 24385 Project Compliance = 10815 Specialized signal, directional, and marker lighting; lighting highlighting exterior features of historic buildings; advertising signage; safety or security lighting; low-voltage landscape lighting. Section 4: Compliance Statement ~"jN '- \ ,-"j""fA'I rincipal Lighting Designer-Name The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Minnesota Commercial Code requirements in COMcheck-EZVersion 2.1 Release lb. ~,>~. 19nature I I /~ J ~o() I Date { St. Michael's Education Center. ..dition DLR Group DOCUMENT 00912 POST- BID ADDENDUM 2 DLR GROUP 9521 West 78th Street Minneapolis, Minnesota 55344.3853 612.941.8950 612.941.7965 (FAX) January 29, 2001 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 A chitect under the laws of the State of Minnesota. I hereby certify that th is plan, specification *, or report was prepared by me or under my direct supervision and that I am a duly Registered Electrical Engineer under the laws of teState of Minnesota. 1/31 'tf Registration No. 23994 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 . al Engin er u der the laws of the State of Minnesota. ) I hereby certify that this plan, specification*, or report was prepared by me or under my direct upervision and that I am a duly Registered . il En ineer under the laws of the State of Minnesota. " Il~c/ol Registration No. 18424 POST-BID ADDENDUM 2 0091 C\WINNT\ADOENDUM NO. 2.DOC St. Michael's Education Cemu Addition DLR Group PROJECT MANUAL VOLUME 3 ITEM NO.1 J SECTION 15940 SEQUENCE OF OPERATIONS A. Delete Paragraph 2.2.B.1 and Paragraph 2.2.B.2 and substitute the following: 1. EF-1 and EF-3 with RH-1 ITEM NO.5 SECTION 15410 - PLUMBING FIXTURES A. Delete Paragraph 3.13.A in its entirety and substitute the following: a. Accessible Electric Water Cooler (EWC-1): Where plubing fixtures of this designation are indicated, provide products complying with the following: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: a). Elkay Manufacturing Co. Model EHFA-8 2. Fixture type: wall mount w0Jr ooler 3. No. of Bubblers or Station 1 4. Fixture Unit Capacity: 8gp 5. Fixture Cabinet Material: Stainless steel 6. Fixture Mounting: Wall 7. Mounting Height: ADA Compliant 8. Supply: 3/8-inch NPS (DN1 0) copper tubing with gate, globe, or ball valve 9. Bubbler Control: pushbar 10. Fixture Support: Vertically adj ustable, hager-plate, water-cooler, chair carrier with upright members, bearing plate(s), and feet DRAWINGS ITEM NO.2 J DRAWING OP.1 - CODE PLAN, FIRST LEVEL AND SECOND LEVEL A. Relocate assumed property line on North of Building, North 5'-0". ITEM No.i DRAWING A9.2 - DETAILS /ttilt~Jlr1'>'.. I.". i-.'.......~" A. Revise detail 6/A9.2 per Attachment No. A 1 L_,.U:I"J?} ,_.,~;,t,,,,:: ".ff) "1"-'''-_.... ITEM NO.4 J DRAWING A9.1 - LARGE SCALE PLANS AND CASEWORK A. DetaiI1/A9.1- revise HDCAP stall on plan to be 5'-0" clear inside width in lieu of 5'-0" to center line of stall in rooms A 116 and A 118. ITEM NO. 5J DRAWING A9.1- LARGE SCALE PLANS AND CASEWORK A. Detail 3/A9.1- revise height of HDCAP grab bars to 33" above finish floor in lieu of 25" above finish floor. ITEM NO.6 j DRAWING A9.1 - LARGE SCALE PLANS AND CASEWORK A. Detail 4/A9.1- revise electrical water cooler spout height to be 36" above finish floor in lieu of 30" and 42" above finish floor. ITEM NOC) DRAWING C2.1 - SITE LAYOUT PLAN wl-ltM (S fASl' c, \'.AA:;;''f A. Revise drawing as indicated on Attachment C1. o ( If\'Cf'-',i ~ < ~';j ~"-'" f" DRAWING C3.1 - SITE GRADING & DRAINAGE PLAN A. Revise drawing as indicated on Attachment C2. s{~~v: ITEM NO.8 POST-BID ADDENDUM 2 0091 C;\;~OIECTS\Mgel)615\+C^\AOOfNOUM\AOOENDlJM NO_1 [XX S1. Michael's Education CE DLR Group Addition ITEM NO.8 DRAWING/O.l - SITE GRADING & DRAINAGE PLAN A. Revis~ ctravving as indicat~!;Lofl"Attachment C2. \_--- ITEM NO. 9/ DRAWING C3.1 - ENTRANCE LARGE SCALE PLAN A. Revise drawing as indicated on Attachment C3. ITEM NO.1 0 DRAWING C4.1 - SITE UTILITIES PLAN A. Revise drawing as indicated on Attachment C4. ITEM NO. 11 pRAWING CS.2 - SITE IMPROVEMENT DETAILS -A.. Revise detail 10/C6.1 as indicated on Attachment C5. B. Revise detail 11/C6.1 as indicated on Attachment C6. --to Add detail 12/C6.1 as indicated on Attachment C7. ITEM NO. 12../ DRAWING E1.1 - LIGHTING PLAN, FIRST LEVEL - AREA A A. Provide exit signs, type fIX 1 H, for doors A 114 and A 114A. Ci rcuit to "H 1-5" from panel Hl. ITEM NO. 13 ,; DRAWING E2.1- POWER AND SPECIAL SYSTEMS PLAN, FIRST LEVEL - AREA A A. Delete fire alarm manual pull station in Vestibule 112, Hallway A 104, and Vestibule A1Ol. ITEM NO. 1401 DRAWING E2.2 - POWER AND SPECIAL SYSTEMS, SECOND LEVEL - AREA A A. Provide fire alarm manual pull station in Office A216 at door A216. END OF ADDENDUM POST-BID ADDENDUM 2 0091 G:IJ'R()IlCl<,\M'''l 1l.15\+C",^ODfNDIJ"",,^OOlNOtJM NO_1_DOC VERTICAL RAILING HORIZONTAL RAILING 1" PIPE HANDRAIL ~ ~ ". ". ;., $ 'b ~ 'b ~ ~ ~ ~ :l; 1-1/4" PIPE HANDRAIL , A' HANDRAIL DETAIL NTS ATTACHMENT A 1 TO POST BID ADDENDUM 2 STRUCTURAL STOOP (TYP) EXTERIOR STAIR 6' CHAIN LINK FENCE ~ EJ EJ CONCRETE WALK MA TCH EXISTING .1 WALK ALIGNMENT I --,m .. -- @ NORTH SITE LAYOUT PLAN ATIACHMENT C1 TO POST-BID ADDENDUM NO. 2 DATED JANUARY 29, 2001 1" = 20'-0" 25.00' 37.95 37.95 W 1~~T20E_o" GRADING NORTH & DRAINAGE PLAN ATTACHMENT C2 TO POST-BID ADDENDUM NO. 2 DATED JANUARY 29, 2001 6 o CTION 36.56 I I I I I I I I I -- : ---- I I I I I 1--... .... T.- ..-- I r-- I , I I I I I, I I I I I I I I I I I I I I ---------------------------------------------~ o (f) W 1~~1To,~o"ANCE NORTH LARGE SCALE PLAN ATTACHMENT C3 TO POST-BID ADDENDUM NO. 2 DATED JANUARY 29. 2001 ..- -........ ':._~'::..:.:...---- ~ NORTH SITE UTILITIES PLAN 1" = 20'-0" ATTACHMENT C4 TO POST-BID ADDENDUM NO. 2 DATED JANUARY 29, 2001 NOTE: OTHER STYlES OF ACCESSIBLE SIGNAGE MAYBE ACCEPTABLE, SUBMIT AL TERNA TIVE SIGN AGE AS A SHOP DRAWING FOR REVIEW INTERNA TIONAL SYMBOL OF ACCESSIBILITY 12"x1S" SIGN 12"x6" SIGN INSTALL THIS SIGN AT VAN ACCESSIBLE STALLS (S'-O" WIDE AISLES) VAN ACCESSIBLE SEE DETAil @ FOR SIGN MOUNTING o @ ~A~~~2?~~,~~LE LOCAL OR STATE REGULATIONS MAY REQUIRE POSTING OF FINES OR OTHER VERB AGE, INCLUDE VERBAGE ON SIGNS AS REQUIRED WHERE ONE SIGN SERVES TWO ACCESSIBLE STALLS, INCLUDE ARROW SIGNS SHALL BE BAKED ENAMEL ON 0.063 ALUMINUM SHEETING WI COLORS TO MEET THE LATEST STATE, FEDERAL, AND ADA REQUIREMENTS. SIGNAGE ATTACHMENT C5 TO POST-BID ADDENDUM NO. 2 DATED JANUARY 29. 2001 Cl Z Ww c.:>N W_ ...J(/) Wz c.:>c.:> <(- z(/) 520:: (/)0 wu... W (/) PROVIDE SIGNS WITH ROUNDED CORNERS AND TWO MOUNTING HOLES 5/16" NUT & BOLT (2 PER SIGN) ON REFLECTIVE SIGNS ANGLE THE SIGN FACE TO THE ROADWAY AS PER 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' FOR STREETS AND HIGHWAYS ~ I N I STEEL U-CHANNEL POSTS SHALL BE HOT-ROLLED HIGH TENSILE RAIL STEEL, 2 LBS/FT, PERFORATED WITH 3/8" DIAMETER HOLES AT 1" CENTERS FINISH WITH GREEN BAKED ENAMEL FINISH GRADE L ADJACENT SIDEWALK ,& MOUNTING HEIGHT NOTES HI = 5'-0" MIN. FOR TRAFFIC SIGN AGE MEASURED FROM THE EDGE OF PAVEMENT ADJACENT TO THE SIGN H2 = 4'-6" MIN. FOR TRAFFIC SIGN AGE MEASURED FROM GRADE AT THE SIGN WHERE THE SIGN LIES IN THE VICINITY OF PEDESTRIAN TRAFFIC MOUNT SIGN AT HEIGHT NECESSARY TO MAINTAIN BOTH MINIMUM HEIGHTS ABOVE 2' -a" FROM BACK OF CURB 12'-0" WHERE NO CURB EXISTIS SETBACK FOR STOP SIGNS AND REGULA TORY SIGNS. SEE ACCESSIBLE PARKING LAYOUT FOR ACCESSIBLE SIGNAGE LOCA TIONS. o(/) Iw N~ ~~ ::::E @ ~;L? ~/2"~ ~~ N TI N G DETAIL L ATTACHMENT C6 TO POST-BID ADDENCUM NO.2 DATED JANUARY 29, 2001 NOTE: OTHER STYLES OF ACCESSIBLE SIGNAGE MAY BE ACCEPTABLE, SUBMIT ALTERNATIVE SIGN AGE AS A SHOP DRAWING FOR REVIEW NO PARKING FIRE LANE 12"x18" SIGN BY ORDER OF FIRE DEPARTMENT o o SEE DETAIL Q FOR SIGN MOUNTING \2Y o @ ~~L~ ~1/2~~~.~.E w o <l: a:: <.? :r: Vl z G: o t- o I in LOCAL OR STATE REGULATIONS MAY REQUIRE POSTING OF FINES OR OTHER VERB AGE, INCLUDE VERB ACE ON SIGNS AS REQUIRED SIGNS SHALL BE BAKED ENAMEL ON 0.063 ALUMINUM SHEETING WI COLORS TO MEET THE LATEST STATE. FEDERAL, AND ADA REQUIREMENTS. SIGNAGE ATTACHMENT C7 TO POST-BID ADC::\JDUM NO. 2 DATED JANUA,C;:v 29, 2001 ~ DLR Group January 26, 2001 9521 West 78th Street Minneapolis, MN 55344-3853 Mr. Robert Hutchins Building Official 16200 Eagle Creek Ave. S.E. Prior Lake, MN 55372-1714 tel 612/941-8950 fax 612/941-7965 m i nneapol is@dlrgroup.com www.dlrgroup.com RE City Plan Review St. Michael Education Center Addition DLR Project No. 4098136-15 / File 5.5 Dear Bob, The following are responses to your comments on the review of St. Michael Education Center Addition Construction Documents. Req uiremeu ts: Item No.3. We will relocate east entrance sidewalk to meet HDCP stalls per Post Bid Addendum 2. Item No.8. The existing exit on the south side of the existing building where the new connecting link will connect will be barricaded during construction. Exit signs will be posted and the occupants will be exited through the existing Gym. Item No. 18. Room A218 (Prep Room) will be used for storage of test tubes, books, file cabinets, maps, and peatry dishes. Item No. 20. The approved stair shop drawings will be sent to the City of Prior Lake Building Official for approval. Item No. 28. On sheet M5.1, RH-1 will be interlocked with EF-l and EF-3 per issue of an clarification. Sincerely, DLR Grou .. ~tin al Project Architect cc. Rollie Brouillard, Tad Ulrich, Andy Landman, Mike Murphy, Don Horkey, Darush Sakizadeh Minneapolis Chicago Colorado Springs Denver Des Moines Farmington Honolulu Kansas City Milwaukee Omaha Orlando Overland Park Philadelphia Phoenix Portland Sacramento Seattle Sioux Falls Tampa St. Michael's Education Center f'\ddition DLR Group DOCUMENT 00913 POST- BID ADDENDUM 3 DLR GROUP 9521 West 78th Street Minneapolis, Minnesota 55344.3853 612.941.8950 612.941.7965 (FAX) February 7, 2001 I hereby certify that this plan, specification, or report was prepared by me or under r.:y direct supervision and that I am a duly Regi5~ered ArC~der the law, of the State of '\\;nne,o". - 0A~~~ Marlene F. Evenson Registration No. 21322 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 chitect under the laws of the State of Minnesota Registration No.18616 I hereby certify that this plan, specification, or report was prepared by me or under my direct su ervision and that I am a duly Regi5tered Civ' ngi eer under the laws of the State of ,\1innesota. lid \. POST-BID ADDENDUM 3 00912-1 G;\P1tOlECTS\M941J615\+CA\ADOENOUo\oMDDENOUM NO. ],DOC St. Michael's Education Center r\ddition DLR Group ITEM NO.1 PROJECT MANUAL VOLUME 2 SECTION 07811- SPRAYED FIRE-RESISTIVE MATERIALS A. Add the following words to Subparagraph 3.7.A.a.l: "and steel column at grid 2 & F" after the words "steel lintels". DRAWINGS ITEM NO.2 vDRAWING OP.l- CODE PLAN, FIRST LEVEL AND SECOND LEVEL A. Revise total occupant load on lower level from 549 occupants to 415 occupants. ITEM NO.3 / DRAWING ALl- FLOOR PLAN, FIRST LEVEL- AREA A A. Center electric water cooler on west wall in room A 117- Alcove. ITEM NO.4 j DRAWING A 1.2- FLOOR PLAN, SECOND LEVEL- AREA A A. Center ele1:tric water cooler on west wall in room A204- Alcove. ITEM NO.5 ITEM NO.6 ITEM NO.7 ITEM NO.8 ITEM NO.9 ITEM NO.1 0 DRAWING A5.1- EXTERIOR ELEVATION A. Revise elevation 2/A5.1 per Attachment No. A 1. DRAWING C2.1 - SITE LAYOUT PLAN 4~_M(:L9~~~~~~~5er City of Prior Lake Standard Plate .N. 0..705." :1 B. Revise drawing per Attacnments C3 an . r AjI~ 1(;;"''; f.'IT ''-----~-~.,'_,,_... . . . <? I v '- . "" , ;:>,.'" · .. ....'" U"....'_.....'.'''._-.._-._._____-.....____......._ _ .. DRAWING C3.2 - EROSION CONTROL PLAN A. Add Drawing per Attachment C1. DRAWING C4.1 - SITE UTILITIES PLAN A. Add note "Gas line shall be bored under Pleasant Street." v-bRAWING C5.1 - SITE IMPROVEMENT DETAILS A. Delete Detail 6/C5.1 DRAWING L 1.1 - SITE LANDSCAPE PLAN A. Delete sheet. Substitute per Attachment L 1. END OF ADDENDUM POST-BID ADDENDUM 3 00912-2 G;\PROJECT5\M981J615\+CA,^OOENDUo\MDDENDUM NO. ),OCX:: ann qJ::;~ ;-t--<n 0::0 Ul'1rr1 J;!"U;:;:1 Z<!1rr1 OOz ;P::O-i el.- :;0 ;p;P "UAZ 'rrln ;p rrI -;:j~~ Z~"U !='nrrl :;0 (J1=;: 00 0>::0 A Ul , I -n Zo ;:;:1z G')n ::0::0 ;prrl ,-i rrI n c ::0 CD (f) (f) I \ j : ~ \ .1 II \1L_~ .. ,J I '1 ....~ l. ! 1 ~ ; ~ ~ '- ~ \1 \.\ \ : ~ I I ~ - I I I , Ul;PCD ;azc _OUl 31CDC Zcz G')Ul5 ~,;p nOo '-" ;p - OZ -G') Z G')CD rrI ;P'l '10 -i ::0 Stirrl Ul -n "U:::c !::o ZO -i , v. o o q 17 STALLS @ 8.5' = 144.50 -l>o o o. N (J1 o o. 12 STALLS @ 8.5' = 102. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ !=O o q N Y' o o. 6 STALLS @ 8.5' = 51.00' FIRE LANE 5 STALL ;pn zo oz n G') ::0 C rrI -i-i ! ;:;:1rr1 , :;0(") 1 ~35.,.",,'.".' ..........,.,1. CD .! I 1 . 1 I II i j ! I I " ! II I ~ I j I I rr1 c- CID =;:;::n ~;p0 A-iZ nn ;p:::C::O , rrI -rrl-i ~Xrrl ;::Ul=;: rrI::::l;p ~[g :~~~-O" LAY 0 U T ?'J o q PLAN ATTACHMENT C3 TO POST-BID ADDENDUM NO. 3 DATED FEBRUARY 8, 2001 P16-1 . TRANSMITTAL SHEET FEB 2 t. LUU/ To . ,,~,'.+i. ..Qt... .Pf'I:~ C... .~.~e. _.. _......... ..... .I.~ '?P!?. ~~.~l.~.. .~'f: .~~~.. .~.l.?_~.... .... _ Pc! <?'(. .4.k.=~ J. .((!~l. $.:s. ~1.1,..~. _ '.1' '.I..... Date.... k. J ~ d q.l.......... .. ....... ............. .... ... .. .. Attention .Ra.bM:~.... .H.CA -t~.~.I~\,,\~.................. Re ..C..~h.. "J.. .$.~I.. .Ir.k~.~l........ Our Job No. ......bl~~.'1................................. o Shop Drawing Submittals Gentlemen: We are submitting/returning (under separate cover) the following documents which are: o Resubmittals Transmittal No. ....................................................... Spec. Section............................................. o Reviewed o Reviewed as Noted o Revise and Resubmit I)l For Your Approval ~ For Your Records o For Your Information o Preliminary o Revised o As Built NO.OF XEROX DESCRIPTION COPIES SEPIAS PRINTS COPIES \ )c S^">" ~~,\ >+~c....oh..rCl\ \ i"E$+inQ d.kd l;,Soedt'c1l1 Seh",J",,/e. , . -- -- Remarks....................................................................................................................... ................. pec~~..~~ " 1: is ~ z 9 ~ ~ Q ~ Q ~ ~ Q ~ ~ ~ i ~ ~ z ~ i5 9 C ~ v i '" c o Cij u c 'u OJ a. lJ) .... 2 '" ra ~ '" .~ 'u ra u.. ra a. c ::J o 2 <ill] Jc:.:: :J ....J ~O L.U ....J :) o L.U I U lJ) Z o f= u L.U a.. lJ) Z o Z <( LJ Z f= lJ) L.U r- ....J <( c:.:: :) r- u :) c:.:: r- lJ) ....J ::; U L.U a.. lJ) 13: _ 0 o ti ~~ ~~ ~ .... ~ o z ~ c:u o .- ._ 1:: .~~ ~ 0 u .- ~ ti o.~ V> V> E .... 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E 32a6~ c: ~ ~ ~ E ::J 5 u: ~ ::J ti 2 Vi .s u: c: 1: I- o ~ o ~ ,..., 00 N .... o 0 ...... , o o "<t' o "C OJ ::J C C o u W ....J :) o w I U lJ) Z o f= u L.U a.. lJ) Z o z <( lJ Z f= lJ) w I- ....J <( c:.:: :) I- U :) c:.:: '1- lJ) ....J <( ~ a.. lJ) lJ) r- z w ~ w c:.:: :) a w c:.:: >- t:::: ....J <( :) a ~ ~ ~ ~ c , ~ z < ~ ~ ~ I< ~ ~ " c , . Q . g z Z ~ 8 c 1: ~ V'l r- Z L.1.J ~ lJ o L.1.J ....J 5; o z ~ u <( ~ 0 <l) C .0 c: 0 00 ";;J 'Vi u ~ ra u ..c Cl.J V'l 0.. Cl.J V'l .~ ~ ";;J ~ V'l C ra Cl.J ~ V'l Cl.J V'l ~ Cl.J 0.. - Cl.J ~ U Cl.J ra ';;j u... .;: 0.. 0.. ra 0 c: ::l '- 0 0 0.. '- 0.. ':rj lJ ra ) ~ ..c J ....J U U 0 ra L.1.J L.1.J - ....O~ ~ ~? I I .O~. ~! l I \ l I ~rJ I l~ ~ ~ ~ w ~ w w ~ ~ ~ w ra~raraC6ra~r5r5roC1i aaaaaClClClClClCl ~ rn ""'t\! l\J Qj iii a ~ EEEEEEEEEEE ~~. ~ ~ ~ ~ ~ ~ ~ ~ - - ~ .~ u::u::u::u::u::u::u::u::u::u::u:: E't fri ~ .~ ~c-6o.iVi"~"~ o3<~;j;~;j;~;j;u.:u.: >- ..0 C d) E 1:: '" a. IV Cl tlO C 3l :J ..c IV ~ ~ ..2 "'C IV a. IV u U <( N I o o '<t ~ o z o 1= u L.1.J V'l u... o o Z L.1.J V'l r- Z L.1.J ~ L.1.J ez::: ::l a L.1.J ~ >- t:::- ....J <( ::l a ... DLR Group Field Observation Report Date: March 27, 2001 Visit / Report By: John Nightingale Mark Tressler 9521 West 78 Street Minneapolis, MN 55344-3853 tel 952/941-8950 fax 952/941-7965 minneapol is@dlrgroup.com www.dlrgroup.com Project: 5t. Michael Education Center Addition Project No.: 4098136.15 Location: Prior Lake, MN Report No.: 2 Weather: Partly Cloudy ITEM NO. / DATE: 1 - 03/27 2 - 03/27 3 - 03/27 1 - 03/27 2 - 03/27 3 - 03/27 Time: 3:00 PM Temp: 35 Degrees Ground Conditions: Wet CONSTRUCTION PROGRESS (General progress, observations, etc.) The west and south exterior walls have been laid up to precast bearing height. The east wall has been laid up to 4'-0" AFF. The masons are working inside temporary shelters on the north wall. The ground on the inside of the building is covered with insulated blankets and is being heated.to remove the frost. CONSTRUCTION ISSUES (Document: conversations, field directives, concerns, etc.) The edge stiffeners have not been installed at the window openings as shown on sheet 51.1. The missing stiffeners will need to be dowelled 6" into the top of the foundation wall and epoxied in place. The vertical reinforcing will need to be installed and the cores grouted. The through wall flashing has not been installed at the base of the exterior walls or above the window and door heads as shown and specified. A reglet will need to be cut into the wall to terminate the through wall flashing at the block walls where it has not been installed. Vertical reinforcing is to be installed at corners, at ends of walls and on either side of control joints Distribution: Fr. Rick Banker, Church of St. Michael Rollie Brouillard, Church of S1. Michael Tad Ulrich, peL Construction Robert Hutchens, Prior Lake Building Official Bob Feller, DLR Group John Nightingale, DLR Group File 7.1 '~ cc G:IPROJECTS\M9B 1 36151+CalReporlslFldObRpll 031901.doc ,....-...... l " Typical Installation Details (A) Retaining Angles: Minimum 1 Y.a" x 1 'AI" x 0.054 (16 ga.) Retaining angles must overlap structure opening . 1" minimum and cover comers of openings as shown. (8) Clearance: ',t" Per Linear Foot Both Dimensions (see Note 1 below) (C) Steel Sleeve: See Schedule 2 (D) Approved Fire Camper (curtain or blade type) {E) Secure Retaining Angles To Sleeve , Only, On 8" Centers With: 1. Y.a" long Welds Or 2. ~"Bolts And Nuts. Or 3. No. 10 Steel Screws, Or 4. Minimum ~." Steel Rivets (F) Secure Damper To Sleeve On S" Centers With: ,. 'h" long Welds Or 2. y," Bolts And Nuts, Or 3. No. 10 Steel Screws, Or 4. Minimum 3A." Steel Rivets (G) Connect Duct To Sieeve As Shown On Pages 2-4 and 2.5 and as outlloed on Table 2.2 (H) . Install access door or panel as shown in Figure 6.1. ~, NOTES: 1. FIRE DAMPER SLEEVE CLEARANCE WITHIN WALL OPENING Clearance requirements for damper sleeves within a wall opening are based on ~ inch per foot of width (or height) unless othelWlse stated in the ltsting-of the assembly. The sleeve may rest on tine bottom of the opening, and need not ISe centered. (Frac;;tional dimensions. IhIWl be taken as the next largest whole foot.) Example: A 30 inch x 24 inch fire damper sleeve Is Installed in a wall opening. The "P'Ining shall be 30% inches wide ('A inch x 3 feet) by 24 Y. inches high ('.4 inch x 2 feet.) . The sleeve is retained in the wall opening by the use of steel retaining angles (A). These must over-lap the edge of the framing by a minimum of one (1) inch over and beyond all material in the opening. This means that the minimum width of the retaining angle would be 1o/a Inches (good practice calls for an additional safety factor by making the angle In this case 1 ~ inches wide.) The dlmef\$ions required for the opening shall be those remaining after the opening has been framed and fire resistive materials provided where required (se. Figure 3.1). The fire resistive material shall be equal to the requirements fOl fir. resistive material used in the constructed wall so that a continuous rating exists.st the wall penetl'lltion. The contractor erecting the wall is responsible for providing the fir. resistive material and correct size openings tQ achieve the ~u;red clearance. . 2. MANUFACTURERS'INSTALLATION DETAILS The fire damper manufacturers' instaUa:Ion detalls and instruclions as tested and approwd by UL fl'llSbe used in leu an acove details where applicable. ,r--\ Basic Fire Damper Installation Details '~1!,A FIRE DAMPER GUIOE, Fourth Ecldon 2-2 l Duct May Attach To Sleeve Or Damper ./ ,/ 1- (0) -(F) ---'.- Duct (Typical) Six Inche. on each side for da:npe! s intendod for use without an actuator or 8 fa,:tory installed acceSs door 1/) the aleeve. .. Six inches on one side ar-,d sixteen inches on the opposite side for d.\Jmpers intended for use with en actuator and/or i\ 'actory InstallE,d access door, or. tI1e longer :;ide. ~._'. Sixteei, Inches on eacM SIde for dampers Intendlild for use with an actuator Or! one side and a "aatory iMtalled ac~ss door On the other I;ld.. Vertlc:lll position Is shown: horizonta! Installlltion is similar. Fol!ow installation Instruc:tion for fusible links. . (C>, " I I I I I I I Figure 2~~ 8 GENERAL SHEET METAL CORP. PROJECT MANAGER: ERIC OLSON 2330 LOUISIANA AVE. NO. FIELD FOREMAN: STEVE MOHR GOLDEN VALLEY, MN. 54427 PHONE 763-544-8747 FAX 763-544-6580 ENG: DLR GROUP '---', 05/03/2001 JOB # 01-6119 JOB NAME: CHURCH OF ST. l\lICHAEI... MECHANICAL FIRE DAMPER & SLEEVE SECTION: FIRE D~l\1PERS: 1. TYPE: "A" ifF A" "B" "e" FIRE DAMPER TYPES CIRCLED WILL BE USED. (F'D'S ARE ON SEPERATE SUBMITTAL SHEETS). FIRE DAMPER SIZING 2. FIRE DAMPERS CAN BE MADE IN SINGLE SECTIONS UNTIL THEY REA2H THE FOLLOWING VERTICAl. OR HORIZONTAL SIZES. TYPES: A FA B C (STD VERT) (VERT 95% FREE AREA) (OUT OF AIR) (ROUND) MAX SIZE: 60"X60" 48"X48" 60"X60" 53" RD 3. WHEN FIRE DAMPERS ARE REQUESTED IN LARGER SIZES, THE SUPPLIER WILL AUTOMATICALLY MAKE THEM INTO EQUAL SECTIONS WITH THE ABOVE CRITERIA. 4.HEAVYTVPE FIRE DAMPER SLEEVES WILL BE USED ON DUCTS GREATER THAN 12". """--', A. FIRE DAMPER SLEEVES \\'ILL BE MADE OF 16 GA. METAL ON SIZES UP THRU 36" HORZ. X 24' VERT B. FIRE DAMPER SLEEVES WILL BE MADE OF 14 GA. METAL ON SIZES ABOVE 36" X 24" DIMENSION C. MULTIPLE SECTION FD'S VERT MAX 120" X 120" & HORZ 102" X 60", THE DIVIDER MUST BE WELDED IN- BETWEEN THE MULTI-SECTIONS TO INSURE SUPPORT OF THE FIRE DAMPER SECTIONS. THE DIVIDER MUST BE 14 GA. 5.ANGLE FRAMES FOR FIRE SLEEVES A. 1-1/2" X 1-1/2" X 16GA GALV.RANGLE ANGLE WILL BE USED UP THROUGH SIZE 96" (HORZ) X 48" (VERT). B. 2" X 1-1/2" X IOGA GALV. RANGLE ANGLE WILL BE USED FROM SIZE FANGE OF 97" (HORZ) X 49" (VERT) THRU 144" (HORZ) X 96" (VERT). C. CORNERS MUST NOT BE WELDED TOGETHER PER MANUFACTURE. 6. CONNECTIONS TO FIRE DAMPERS OR SLEEVES A. ALL DUCTS ARE ATTACHED IN A BREAKAWAY METHOD. THE SLIPS, DUCTMATE ANGLES THAT ARE SLIPPED ON THE SLEEVE, WILL HAVE NO SCREWS IN THEM. 7. FIRE/SMOKE DAMPER COMBINATION WITH SLEEVE, WHEN USES ARE AL WAYS MADE AS A COMPLETE UNIT BY THE MANUFACTURE. /--..." CL$ SEC: 13. STDS..o16119.DOC MN BLDG CODES & STDS Fax:651-297-1973 Feb 5 '01 8:19 P.02/02 ,,---- Department of Administration POLICY ON ROOM.TO-ROOM EXITING IN GROUP E OCCUPANCIES I Policy PR-09 L~W\ >-- (6/00) ] Background: UBC Chapter 10 - Means of Egress, was reVised in its' entirety from the 1994 edition of the UBC to the 1997. Many editorial changes were made to incorporate the new terminology pertaining to exiting. Unfortunately, one editorial change created new language that appears to disallow previous code provisionsfor Group E occupancies. Since the 1973 UBC. Group E occupancies have been aI/owed to have both erits from a room exit through an adjoining room. This was introduced in the code to address open concept school plans. To compensate for this the code requires that: (1) the trQ:\lel distance be limited to a maximum of75, 90 or /lOfeet (depending on the installation of smoke detectors or sprinklers throughout) to an erit or corridor, and (2) the installation of smoke detection throughout the common atmosphere that the affected room exited through. Although the specific wording of 1997 UBC Sec.} 007.3.4 does not make it clear that this is still permitted, in conversations with ICBO and in reviewing the committee's report, it was never the intent to elimi1JDte this pl'ovision by the revision. Policy: ,-. For the purpose ofthe application ofU>>C Sec.l007.3.4 Travel through intervening rooms, (in Group E occupancies) interior rooms may have both exits through an adjoining or intervening room. Note: To be used in accordance with the attached, '<Plan Review Policies" "-' Building Codes <.!nd Standards Division, 408 Metro Square Building, l21 7th Place East. St. Paul, MN 55101-2181 Vuice: 651.296.4639; Fax: 651.297.]973; TrY: 1.800.62.7.3529 and ask for 296.9929 t) /.. t)/~#f ~ DLR Group Memo 9521 West 78 Street Minneapolis, MN 55344.3853 t~1 952/941.8950 fax 95;(/941.7965 minneapol iScald I rgroup .l;:om www.dlrgroup.com Date April 9, 2001 To Bob Hutchins, City of Prior Lake From Don Horkey Subject Water Flow Calculations Message Project N;;une: Church of St. Michael Education Center Addition DLR Project No.: 40-98136- 15 Project Loc<ltion; Prior L<lke, MN Dear Mr. Hutchins: This letter is in regard to your recent concern, involving sizing of the water meter for the above referenced project. It was my understanding that when I spoke with Doug Hartman, City of Prior Lake, he stated that the gpm of the water flow for the addition would be the only information needed to size the Wider meter, and that he would size the water meter once supplied with DLR's Mgineering water calculations. If this understanding is incorrect please nOIify me immediately. Attached you will find the water calculations done on the above referenced project. The total flow is 100 gpm for the addition only. If additional information is needed or if you have questions regarding the above information, please feel free to contact me. ~u, Don H":ke~ j,/ 11kY1 fr' '1 ~/r" , ~W(t.<- ~~ w((.A,.... PNJ /Zrz /IlJ-;L r? :r,:,V CC DLR- MPLS: John Nightingale, Mark Tressler; Tammy @ CR Mechanical .--...-.---....-.. -,.---.. ,.--....--..,.- Cover to File I\ttachments to File WATER CALCULATIONS.. ST. MICHAEL EDUCATION CENTER FIXTURE CALCULATIONS WATER WASTE QUANTITY F.U. TOTAL F.U. TOTAL 5 0 6 0 10 170 6 102 5 20 6 24 2 26 1 13 2 6 2 6 4 12 6 18 4 0 2 0 2 4 1 2 10 0 2 Q 4 0 3 0 2 14 ~UILDING FIXTURES 'VATER CLOSET (FLUSH TANK) 'VATER CLOSET (FLUSH VALVE) JRINAL .A\lATORY 51NK SERVICE SINK SHOWER DRINKING FOUNTAIN CLOTHES WASHER WASH FOUNTAIN FLOOR DRAIN HOSE BIBB I ..; i '~;:/~,:..:..:. ;'t:~1 . ,':.'::,', ',',,;' II" .: '.,.' ".:.: ~ . , ~~, . \.. ;~H;H!~Wi I,.,. . 179 WASTE F.U. :,:i:AH:i1~~(.:HU;::i: SLOPE '" FLUSH TANK F,U. FLUSH vALVE F.U. .. PRESSURE CALCULATIONS STATIC LOSS - :" ':,,:'::':, ;:~'3"'>' ,i";:< F . X .43 '" 1 00 GPM THRU :,'" I ' ,.'(1:f..:,i.-':;;:' ,;:.':: :,';:;:':':: ','. !;,~ " METER{S) .. BACKFLOW PREVE.NTER " .' . .. PRESSURE REQUIRED AT FIXTURE TOTAL PRESSURE LOSS STREET PRESSURE PRESSURE LOSS PRESSURE AVAILABLE PIPING LENGTH TAP TO METER PIPING LENGTH METER TO FURTHEST FIXTURE ALLOWANCE FOR FITTINGS AT'/;:;;kh9o/~:::;:k:::: TOTAL LENGTH' ..." . p" . o 244 '" = .. = '" '" 37.11 PSIX100 = 3711.00 458.4 = WATER PIPE SIZING CHART PIPE SIZE GPM F.U. (Tank) F.U. (fv) 1/2" 0-3 0~3 0-1 3/4" 4-9 4 - 12 2-3 1" 10-19 13 - 28 4-6 , 1/4" 20 - 32 29 - 65 7 - 18 1 1/2" 33 - 50 66 - 130 19 - 50 2" 51 - 96 131 - 425 51 ~ 300 21/2" 97 - 170 426 ~ 900 301 - 900 3" 171-225 901 - 2250 901 - 2500 4" 226 - 390 2251 - 5400 2501 ~ 5400 6" 391 - 900 0 '0 6 o o o o o 244 61NCH BLDG. WASTE SIZE o 100 9.89 PSI pinhead PSI 10 PSI :: "::'i:;;ii""S':';;i:';:i'ii!', PSI h ,'./1: ~...~ U'l""~""" . '....'45 "''''''PSI f:;:i+::!!~H:!lH':: ~~: 31 PSI :i;:.T;:;~;(j;;;::;~;;<i~1~;i\i~ FT. :.....,':,. ..i:.','~.:.'.:.',!:!,I..!,'.'~. FT. (:i):~ 'teA ... ..... FT. 458.4 FT. 8.10 GPM GPM PSI LOSS AVAIL /100 FT. FEBRUARY 28, 2001 CITY OF PRIOR LAKE PLAN REVIEW 16200 EAGLE CREEK AVE. SE PRIOR LAKE, MN 55372 RE: CHURCH OF ST. MICHAEL PLMG & GAS PERMITS PRIOR LAKE, MN PLUMBING: SEVENTEEN (17) WATER CLOSETS. FOUR (4) URINALS. TWELVE (12) LAVA TORIES. TWO (2) ELECTRIC WATER COOLERS. THREE (3) SINKS. ONE (1) EMERGENCY EYE WASH. ONE (1) MOP SINK. EIGHT (8) FLOOR DRAINS. ONE (1) SOFTENER. ONE (1) ELECTRIC WATER HEATER - 100 GALLON. TWO (2) EXTERIOR HOSE BIBS. ONE (1) 2" DOMESTIC WATER METER. TWO (2) 5" ROOF DRAINS. TWO (2) 6" ROOF DRAINS. o U!J(-:; )'3 VALUE............ ... ... ... ... ... ... ...$ 54,000.00 GAS PIPING: LL. .. HOOK UP FIVE (5) ROOFTOP UNITS. [.eo. ~ t1Tl\.lV?JSD VALUE...... ...... ... ...... ... ..........$ 4,200.00 /~~. ARCHITECT HAS SENT TO PRIOR LAKE DRAWINGS, SIGNED/CERTIFIED FOR REVIEW. 540'bD If'. T)D 6l5~ 3.0D ~DLRGroup 9521 West 76 Streer Minneapolis. MN 55344.3853 tel 612/941-8950 fax 61;2/941.7965 minneapol is@<) I rgroup.com www.dlrgroup.com Fax Trc~nsmission Deliver To Bob Hutchins Cornpa.ny City ot Prior Lake Fax Number (952) 447-4245 Number of Pages 6 (including lni. pagel Date 6/16/2001 From John Nightingale Project Name St Micha.el Addition Project Number 4098136-15 RlNR Message Bob, I am sending you some code informatIon to discuss. Thanks. Con~~nMtb~aWb'1l John Nightingale contained in this DLR Group facsimile is intended for the use of (952) 941-8950 the addressee(s) and conlalns information that is confidential and/or privileged. If you are not the intended recipient or the person responsible for delivering it to the intended recipient. any disclosure, dissemination, distribution or copying of this communication is strictly prohibited. If you have received th is communication in error, please notify I,IS immediately by telephone and destroy this facsimile. Cover to File Attachments to File cc "'''"",, Department of Administration Building Codes and Standar<Js Division 'Minnesota State Building Code Extractedfrom Minnesota RuLes 1998 .- ~." Text Provided By: The omce of RevisoJ:" of Statutes 7th Floor, State Office Building St. Paul; MN 551SS '--. - Stock No. 3-65s3 $28.95 ,':"" BOO.ZOSO 1300.2100 1300.2300 1300.2400 1300.2500 1300.2600 1300.2700 1300.21100 1300.2900 1300.3000 1300.3100 BOO .3900 uoo.noo 1300.'300 1300.4500 UOO.'700 1300.4900 1300.5100 1300.5300 1300.5500 1300.5700 1300.5900 1300.6:1.00 1300.6300 CHAPTER ~300 DEPAATMEM'l! Olr ADMIJaS'rMTIOJl MIWfiZSO'l'A $'rATE BUILDING CODE CODE ADMIRrSTRA~IOR TITLE. iURPOSE AND ~PLICATION. SCOi'~. PUUIITIONS. COD. ~OPTION AND AHEHD~S. ~~LICAT10N ro~ APF~. S'rATS SURCUUlGIl !,~9. MLRNSSOTA STATE BUILPI~ COD&: I~~~IOR AND ASSIS'1'ANC~. OP'rIO~~L APMI~15~1IO~. DISCLAIMER CLAUSE. S~I];'I'1't. REST~ooM rACILITIES IN PUBL!C ACCOMKOPATIORS. SPACB lOR COKKUTER ~ANS. aOOF COV~INCJ SEVXaE CLI~T~. ROOF 1<CCESS. IU:CYCLI)lC SPACS. SPItCIAL EGll.ESS DEVICES. USE or BUILDINGS BY LOWER CRAD~S. COJlRIlJOR CONSTltUCTION. rOOTING DEPTH roll. F~OST i'~~ECTION. RAPI~ ICI: ON OP~ FRAME fOWERS. AU'1'OMATIC CARAGE DOOR QPElU)lG STS'tEMS. CONVENTIONAU FOUND1<TION CON5TRU~ION. EXTERIOR WOOD PECKS, PATIeS, AND BALCONIES. 1300.0100 (Repealed, 19 SR 1340) 1300.0200 [Repealed, 19 SR 1340] 1300.0300 (Repealed, 19 SR 1340 ] 1300.0400 [Repealed, 19 SR 1340] 1300.0500 [Repealed, 19 SR 134Q) 1300.0600 (Repealed, 19 SR 1340] 1300.0700 [Repealed, 19 SR 1340] 1300.0800 [Repealed, 19 SR 1340 ) 1300.0900 [Repealea, 19 SR 1340 ] 85 25. Offices .0025 26. School shops and vocational rooms .0025 27. Storage and stock rooms .0025 2B. Wa~ehouse& .001 29. All others .0025 Footnotes: 1 The area of a use must include all areas servin9 o~ accessory to a use (corridors, accessory u~e areas, etc.). 2 Exclude playing areaS, courts, fields, and like areaS. 3 The factors for these uses are intendtd to include all incidental uses typical of these types of facilities. . If the provisions of Table I-A are excessive due to a sp@cific use, space for recycling may be considered individually by the administrative authority. SA: MS 5 1&B.61 BIST: 19 SR 1340 } 1300.4900 SPECIAL EGRESS DEVICES. Subpart 1. Group E, Division 1 occupancies. If approved by the buildin9 official, exit doors in a Group E, Division 1 occupancy or portions of a Group E, Division 1 occupancy, may be equipped with approved, listed egress-control devices of access-control type, provided the building is equipped throughout with an approved, supervised automatic fire alarm and smoke-detection system and the Group E, Division 1 occupancy or portion of the Group E, Division 1 occupancy is protected by an app~ov@d automatic 5prinkler system. These devices must: A. automatically deactivate upon activation of any of the following: (1) the sprinkler 9yst~m; (2) the smoke~det~ction system; (3) the fire alarm trouble signal; (4) a manual switch from .8 location ~hich is constantly attended during normal school hours (such as the offic@); B. automatically deactivate upon loss of electrical power to any of the following: (1) the egress-control device; (2) the fire alarm system:. (3) the smoke detection system; (4) exit illumination as required by USC Section 1003.2.9; C. regardless of the means of deactivation, be relocked by manual means only at the doori t 96 D. initiate an irreversible procesS which ~ill deactivate the egress-control device uPQn activation of a manual release device located ~ithin five feet of the affected doors. Th@ manual ~elea5e device must be located 40 inches to 48 inch@s above the floor and must be identified by a sign that reads: II PULL TO EXI T" The egress-control device must deactivate within an approved time ~eriod not to exceed a total of 30 seconds. The time-delay established for each egre5s-control device must deactivate ~ithin an approved time period not to exceed a total of 30 seconds. The time delay established for each egress-control device must not b@ field adjustable. A sign must be provided on the door located above and within 12 inches of the panic bar or door-latching hardware reading: "THIS DOOR WILL UNLOCK TJNDD EMERGENCY FIRE CONDITIONS" The sign letters must be at least one inch in height and must have a stroke of not l@ss than one-eighth inch. Emerg@ncy lighting must be installed throughout the exit !System. Th@ total numbe~ of special egress-control devices in any one egress path must be $uch that the aggregate time delay of all units does at exceed 30 seconds. ~ u p. 2. Group A occupancy in conj~nction with Group E, Division ~, occupancy. If approved by the building official, exit aoors serving Group A occupancies in conjunction with a Group E, Division 1, occupancy may be equipped with approved, listed, egress-control devices of access-control type, provided the building is equipped throughout with an approved, supervised automatic fire alarm and smoke-detection system and the Group A occupancy or portion of the Group A occupancy is protected by an approved automatic sprinkler system. Th~se systems must be installed so as to: ~' include a sensor on the egres's side arranged to deteci an occupant approaching the doo~s, with the doors designed to unlock upon detection of an a~proaching occupant; B. automatically deactivate the egress-control device upon activation of any of the following: ,(1) the sprinkler system~ (2) the smoke-detection system; . (3) the fire alarm trouble signal; and provide that the doors be relockea by manual means only at the door; C. automatically deactivate the egress-control device upon loss of electrical power to any of the following: (1) the egress-eontrol device; (2) the fire alarm system; (3) the smoke detection system; (4) exit illumination as required by UBC Section 1003.2.9; 97 A.'? of. \0 4- P. include doors arranged to unlock from a manual release device which is locatea 40 inches to 48 inches above the floor and within five feet of the securea doors. The manua~ release device must be rea~ily accessible and clearly identified by a sign that reads: "PUSH TO EXIT" The sign letters must be at least one inch in height and have a stroke of not less than one-eighth inch. When operated, the manual release device must result in direct interruption of power to the loc~, independent of the access control system electronics, and the door must remain unlocked for a minimum of 30 seconds. SA: MS s l6B.59 to 16B.75 HIST: 19 SR 1340, 23 SR 683 1300.5100 OSE OF BUILDINGS BY LOWER GRADES. Subpart 1. Buildings equipped with complete automatic sprinkler ana fire alarm systems. Rooms occupied by preschool, kindergarten, and first and second grade students for classrooms, latchk~y, day care, early childhood family education, teen parent, or similar programs may be located on any floor level below the fourth story of a school building if the building is protected throughout by an approved automatic sprinkler system and a complete automatic fire alarm system consisting of automatic smoke detection throughout the exit system and approved smoke detection in all rooms and areas other than classrooms and officeS. Subp. 2. Other buildings. Rooms used by preschool, kindergarten, or first grade students for classrooms, latchkey, day care, early childhood family education, teen parent, o~ similar programs, must be located on the story of exit discharge, and rooms used by second grad@ students, for any purpose, must b@ located on the story of exit discharge or one story above unless one of the following conditions is met: ~. an approved automatic sprinkler system is provided throughout the building, the use of the affected room or space is limited to one grade level at a time, and exiting is provided from the affected room or spac@ which is independent from the exiting system used by older students; or B. a ~omplete approved automatic fire alarm system is installed throughout the building consistin9 of automatic smoke detection throu9hout the exit system ana approved detection in all rooms and areas other than classrooms and offices, the use of the affected room or space is limited to one grade level at a time, ana exltin9 is provided from the affected room or space which is independent from the exiting system used by oloer students. For purposes of this subpart, pupils from second grade down are considered One grade level. Subp. 3. Accessory spaces. Accessory spaces, inCluding 98 July 25, 2001 Mr. Tadd Ulrich PCL Corporation 12200 Nicollet Avenue South Burnsville, Minnesota 55337 Re: Saint Michael's Elementary School Addition rOtY #01- 0 Dear Mr. Ulrich, I know that the school's top priority is to complete the St. Michael's addition no later than September 4, 2001 (the first day of school). From the city's perspective we want to do everything we can to assist. From a recent tour of the building, I am concerned that the work may not have progressed sufficiently for you to meet the September 4th opening. I want to work with you to formulate a plan for completion of all necessary work in order that parents, administrators, teachers and students may occupy the building. Please contact me as soon as possible at 952-447-9851 so that we can create such a plan. smcerelY'K~~ Robert D. Hutchins Building Official cc: Judy Menden, Church of Saint Michael's School John Nightingale, DLR Group Prior Lake City Council Frank Boyles, City of Prior Lake 16200 Eagle Creek Ave. S.E.. Prior Lake, fvlinnesota 55372.1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 <,\N EQUAL OPPORTUNITY EMP'-OYER ~ DLR Group ')521 West 78th Street Minneapolis, M,'J 33344-3833 July 26, 200 I tel 952/941.8950 TJX 9S2/941.7965 m i n nea P') i is@cllrgroup.com wIVw.cl!rr;mup.com Tad Ulrich PCL Construction Services Inc. 12200 Nicollet Avenue South Burnsville, MN 55337 RE: St. Michael Education Center DLR Project No. 4098136-15 Dear Tad, We have been contacted by Robert Hutchins the building official for Prior Lake concerning the membrane roofing systems ability to meet the required flame spread rating for the required 1 hour roof ceiling assembly. Specifically the insulation's failure to meet the required flame spread rating. Please contact the roofing contractor to provide the certifications indicating that they meet the requirements of the specifications. If the products they ha\"e installed do not meet the requirements of the contract documents they will need to remo\e those materials and provide products that meet the specifications or provide an acceptable alternative design that will satisfy the requirements of the contract documents and the local building official. If you have any questions please contact me. Sincerely, DLR Group 9Jf~ ~ Mark Tr,=,ss!er Senior Associate in the Finn cc: Bob Hutchins John Nightingale Bob Feller Minr.eapoli~ ChiGgn Co!nraeJo Splln;;, Dp!"ver Dc.; \;.'~'r;e~ rJr~':,:-.' Ho~(,1L1lu KJnsas City i'v\llwJukt'e ()n~:,flJ Ori.1I1dn Overl::nc: I<:~~ f)l;li.lde~phiJ f~hv~fl~X "mt!,lnc s",-:'~;('ntc ~c,ltt!(' Siow; Fails TampJ --.-.--- Memo Date From Subject Message To 8/6/2001 Bob Hutchins FIt". ~ ~ ~ Don Horkey Lpffl ~sz.- 417- t/z4)"" Water Meter --; LR Group 521 West 71\ Street irmeapoli5, MN 55344-3853 el 612/941-8950 , ax 61 2/941-7965 m inmilapoli$@dlrg(oup.com www.dlrgroup.com ith any questions. Cc Mark Tressler, Bob Feller, Tammy@GR Mechanical, Tad @ pel F4X 1t:;'l...... ~'Z. -'!rcx:; Cover to File Attachments to File Bob, here is the water meter selection for the S1. Michaels addition. Call Tad, can you make sure GR mechanical receives this. Thanks '-.... .............J..&,;,"" ':'.::' ("'; ~.:~: i~ '7,'./ :;.'....: :j ,,'.', -;::~6~Kf t lilt ;!,:; 2001 t ,C~l'! r);'~ """!i.' · Upgrlldeabmiv.' A seleclion of registers is available for upgrading to the Tour:hRead'" System. PhonRe.atr' and F1adioRead'" AMR systems. enabling you to mix and mak;h meler ft:ading systems as desl~d. . Con".nience and depapdllbilltv. A low flow (leak) deleclor provides visual proor 10 help settle customer usagQ displJt8s and fer evaluating posslDle line leakage. Registers are available in popular measuremenl units in both standard reading and remote trans- mitting models. · Simplified mainlenante - No special meaStJring ch4mber-t~body filling rs required and chambers are available in S!!l'lsus' ex~lusive lough engineered plastic Of optional bronze, · A Great GtJarantae - All ~h through 1" SR meters are guaranteed to measure accurately lor 15 years'. Standard direct reading registers and brom~e maincases afe guaranteed for 25 years. The MIP (Meter Insurance Plan) and MMP (Meter Maintenance Plan) from Sensus provide extended coverage with factory meter repair at guaranleed prices, IAeler to The Sen$us, GUlltjJnllB documQnl for specific tlll1n.S iIOd tonditions. ~ .00 ~seNSUS. ~ ~d fl~";:tU\ SHe Positive Displacement Meiers Beler;tioh Guide I"_rilll_ III ....Idt IIIl11il1l.lttl ~"'%'"IS" %"l %" SlIart ,,,. Sl:1I!1Ie' 1" kt'wd ~ (D1I15 . &~I1" 1-IR . A'lIIld & FIatIt-d ON'h 20) SIt (DrUU uil (DNU fnd III bUR IDUU 25) lD..') (DII 5111 AWWA GPM 1-20 2-30 Hll ~'Do 8-1 tiO NormllRow m'/Il 025-4.5 0.45-7.0 0.7-11. 1.H3.0 1.8-36.0 AWWA GPM lri ~ ~ 1~ 2 Minimum' Flciw ITI'IIl - O.OS 0.10 0.15 0.35 0.45 . AWWA Gf>M 10 15- 2~ so 80 COIIlinuolIi Flow m'lh 2.5 3.5 6.0 11.0 n.D ~ing length Inches 7Y, 9-71f 10'"' 12%1a- mm"" Metric 1901lI1Tl 229-,gamm 273mrri 321-330",,"m 3I?M3rmm Helllllt - Base Inches 4~, 5~ 5* 6~ 7'Yll loUd Metrit 1115mm 130mm 146mm 175mm 191mm Haight - aua Inches 2" 2Y" 2% 211ll 25" to Centar Line Lfetrir: 54mm S8mm 67"'m 571l1m 67mm WllIm lnthes 40/0 5W ~ e~ 9'VIO Metric 111mm 1J3mm , 73mm 224mm Z40mm Pipe TIll'8ads Inches Y...1 1 1Y..lVr 1% I"temil 2 'ntarnal Metric Zll-25mm 25mm 32Jnm 40mm 51mm Net Weight Pounds 5.9 8.0-7.5' 12.0 23-26- 37-42" lCiloorams 2..6 3.6-3.. . 5.4 10.4.11.6" 17.6-19" Pm$ure lIlss - . at GP,,", 1O.1l at 20 11.0 al30 10.9 at 5 11.4 at 100 12.1 at 1&0 Ma:dmum Row bar al m'1h Q.7 a14.5 0.8 a17.0 0.8 at 11. 0.8 at 23.0 0.8 al 3&.0 All SR rnelcrs are available willi standard read or /he following IlIfTlole type regl rs; Sansu) Eledrofllc Commun1calioll5/Walerprool (fCR/WPI. TOllchRead PI1LiI (TRJPl), TouchRead nl/llrtible (TRC). ImpulliB ConIaclor (Ie) and High SIlHd Pick-up(HSPU). - Shorl. V8rsion .. FlI/'IgIld eIld version ., . CONSTRUCTION LEADERS August 13,2001 Robert Hutchins City of Prior Lake 16200 Eagle Creek Ave. SE. Prior Lake, MN 55372-1714 Re: St. Michael Education Center Roof Dear Mr. Hutchins: Weare writing to confirm you are in receipt of the following items from our roofing subcontractor, Top All Roofing: . Letter from Firestone, dated July 26,2001, stating our roof is a Class A roof which meets the UBC code per Roof Deck Construdtion No. 292. . Fax from Iowa EPS, dated July 30, 2001, showing their listing as a tested material for Roof Construction No. 292, foamed plastic type (BRYX) . Letter from Iowa EPS, dated July 31, 2001, explaining why on site material is not stamped with UL Stamp. . UL Certificate for on site material. It is our understanding that the above information has satisfied the City of Prior Lake's requirement for roof construction on the above-mentioned project. If you are in need of any additional information please feel free to contact the undersigned. Yours truly, PCL Construction Services, Inc. /faiJM.~ Tad M. Ulrich Project Manager TMAlj fk File: 5100564:2T 5100564:07 -51-00 W\SECRET\SECRET11 \ WORD\Tad\Letters\Roof Confirmation Letter 8130 1. doc PCL CONSTRUCTION SERVICES, INC. 12200 Nicollet Avenue South, Burnsville, MN 55337 Telephone: (952) 882-9600 . Fax: (952) 882-9900 PCL IS AN AFFIRMATIVE AC770N, EQUAL OPPORTUNITY EMPLOYER MlFDIV . CONSTRUCTION LEADERS August 31, 2001 5EP - 5 2001 Mr. Robert Hutchins City of Prior Lake - Building Official 16200 Eagle Creek Avenue SE Prior Lake, MN 55372-1714 --, Re: St. Michael Education Center Additions Dear Mr. Hutchins: Per our phone conversation of August 30, 2001, and in response to your letter of July 25, 2001, it is PCL's understanding that we have completed all requirements necessary for St. Michael's to occupy their new addition for classes starting on September 4, 2001. As we will not complete all architectural finishes throughout the building prior to classes beginning we will need to have access to the building after classes start. We have made arrangements with the school to restrict access during school hours, 8:30 a.m. to 4:00 p.m. Limited access will be allowed with approval from St. Michael's for low disturbance activities, with all workers required to check in at the front desk to be badged and possibly escorted through the building. The main items that are incomplete at this time are as follows: Cafeteria Lighting - work is underway, temporary lights will be in place for school opening. First Level Flooring - VCT could not be installed due to elevated vapor pressure. Floor will be installed as soon as level drops. Landscaping - Work is in progress and should be complete first week in September. We appreciate your cooperation throughout the project in accommodating PCL and the school in achieving our goal of opening the addition for the first day of classes. Please contact the undersigned with any questions or concerns. Yours truly, PCL Construction Services, Inc. --jad L)ftl{/~ q/( Tad Ulrich Project Manager TU/jk cc: Rollie Brouillard - Church of St. Michael File: 5100564 - 2T N :\PROJECTS\51 00564\02 . Construction. Green\2T Permits\Robert Hutchins Itr 831.doc PCL CONSTRUCTION SERVICES, INC. 12200 Nicollet Avenue South, Burnsville, MN 55337 Telephone: (952) 882.9600 . FalG (952) 882.9900 PCL IS AN AFFIRMATIVE AC770N, EQUAL OPPORTUNITY EMPLOYER M/FD/V Design No. U906 Bering Wall Rating-2 HR. Nonbearing Wall Rating-2 HR. -3/4" ----- --- - -- -- ---- - --- -r 5-518- Min. --L ) OO.DO'OO @I Horizontal Section 1. Concrete BLocks*-Nominal 6 by 8 by 16 in, hoLLow or solid. Classification D-2 (2 hr). Anchor Concrete Products, Inc. . Pike Industries Inc., d/b/a Tilcon Whitcomb. Westbrook Concrete BLock Co., Inc. 2. Mortar-Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. PortLand Cement Stucco or Gypsum PLaster-Add 1/2 hr to Classi- fication if used. Attached to concrete blocks (Item 1). 4. Foamed PLastic*-(Optional-Not Shown)-1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). CeLotex Corp-Type Thermax Bearing the UL CLassification Marking -.--------- . '1 I 1 . , h 'I~\'. .... . ~. :; /i -- GR MECHANICAL Plumbing and Heating Inc. CHURCH OF ST. MICHAEL PRIOR LAKE, MN SUBMIIT AL FIRE STOP/SEALANT 12401 Ironwood Circle, Suite 500 · Rogers, Minnesota 55374 . (763) 428,2663 . Fax (763) 428,7656 '5-12-200 824M'" FROM SSP iNC 6127817921 P 12 GENERAL CERTIFICATE OF CONFORMANCE DESCRIPTION: JM- FIRE BARRIER PRODUCTS Fire Samer C5. 195+ Composite Sheet Fire Barner FS-195+ Sheet Fire Barrier FS. 195+ Wrap/Strip Fire Bamer Moldable PUtly+ Fire Bamer Ultra Plastic Pipe Device (PPO) Interam'. Ultra GS Wrap Interam'. E Series Mat Expantrof"" Flexible Intumescent Seal (EFIS) Graphile Intumescent Seal (GIS) FireDam'- Spray FireDam'- 150 Caulk Fire Barrier CP 25W8+ Caulk Fire Barrier 2000 Silicone Sealant Fire Barrier 2000+ Silicone Sealant Fire Barrier 2001 Silicone RTV Foam Fire Barrier 2003 Silicone Sealant SL Fire Barrier 1000 Silicone Sealant Fire Barrier 1003 Silicone Sealant SL Fire Barrier Mortar THESE PRODUCTS ARE TESTED TO ONE OR MORE OF THE FOLLOWING ASTM STANDARDS: ASTM E119 Fire Tests of Building Construction and Materi()ls Time-Temperature Curve ASTM E814 Fire Tests of Through-Penetration r:ire Stops (Under positive lurnace pressure of minimum .01 inches of water column.) ASTM E84 Surface Burning CharacteristIcs of Building Materials UL2079 Test for Fire ReSistance of Budding Joint Systems NFPA 252 Standard Methods of Fire Test and Door Assemblies USC Standard 7 -2(97) No asbestos or PCBs are used or contained in these products. J"'WI d,,- c- k fi{.e 'I - Ouality Manager or Designee 3m /~ Fire Protection Ltlb Manager or Designee 3-/(.<]0; Date 3-//-9'( Date 3M- Specified Construction Products Department 3M Center. Building 207.1 $-02 SI. Paul. MN 55144.1000 P 1'.,-... . . '/ / /, / / ./ 1/ .. / // "It'.A (;~,,~ul lnfnrmaUnn 8.00 ~cbsitc:: www.Jm.com/fircstop/ - ................. ............... .....--- s- 1 2- 200 8. 1 9AM FROt--1 SSP _! NC. 61278 1792 I P 2 ~, r ...--- Syrtem No. (-AJ-I044 (Formerly System No. 319) F Ratings-Z, 3, and 4 Hr (See Items 2A and 4) T Rating-O Hr L Rating At Ambient-2 CFM/sq ft L Rating At 400 F-less than 1 CFM/sq ft l~.' r. . (2' ~/\,-) Icy cp !~I / t I... :~',J. . j Y" '. I YOJUI.'.,,- \ .'. cD ,A (4-\ /J'------... /' LA G) '~- SECTION A-A '-" 1. Floor or Wall Assembly-lightweight or normal weight (100-150 pcf) concrete. Except as noted in table unckr Item 4. mill thickness of solid concrete floor or wall <lssembly is 4-1/2 in. Floor may also be constructed of any min 6 in. thick UL Classihed hollow core Rrecast Concrete Units". When floor is constructed of hoLLow core precast concrete units, packing material (Item 3) and caulk fill material (Item 4) to be installed symmetrically on both sides of floor. flush jvith floor surface. Wall assembly m.3y also be constructed of any UL Clas~iFied Concrete Blocks". Max diam of opening is in solid lightweight or normal weight concrete. Roor is 32 in. Max diam of opening in floor constructed of hollow.core precast concrete units is 7 in. See Concrete Blocks (CAll) and Preast Concrete Units (CFTY) categories in the Fire Resistance Directory for names of manufacturers. lA. Stee{ Sleeve-(Optional. not shown)-Max 15 in. 10 (or smaller) S<hedule 10 (or heavier) steel sleeve cast or grouted into Koor or wall assembly. Sleeve may ~tend a m.3X of 2 in. above top of floor or ~yond either sumce of wall. Max 16 in. ID (or smaLLer) min 0.028 wall thickness (or heavier) galvanited steel sleeve cast or grouted into floor or wall assembly. Sl~ve may extend a max of ]/2 in. beyond either surface of floor or wall. 2. Through Penetrants-One met.lllic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Max annular space between pipe. conduit or tubing and edge of through opening or sleeve is dependent on the parameters shown in Item 4. Min annular space betw~n pipe or conduit and edge of through opening is zero in. (point contact). Pipe conduit or tubing to be ngidly supported on both sides of floor or wall assembly. The following types and sues of met411ic pipes. conduits or tubing may be used: A. Stffi Pipe-Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe-Nom 30 in. diam (or smaller) caslt or ductile iron pipe. C. Conduit-Nom 6 in. diam (or smaller) ngid heel conduit. D. Conduit-Nom 4 in. diam (or smaller) steel electrical metallic tubing. E. Copper Tubing-Nom 6 in. diam (or smaller) Type L (or heaVIer) copper tube. r (. -----. . . . lIk~' . ..-~1'..' - ;..0. ...: .'. :":" .. ".:,. ,_ ~~Fi rePrO tectin n.1> m.d.,J(ds.,:....:. 5-12-2008.20AM F. Copper Pipe-Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Packing Material-Polyethylene backer rod or Clam 1 in. thickness of tightly-packed mineral wool batt or glass fiber insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of caulk fill material (Item 4). 4. Fill. Void or Cavity Material" -Caulk-Applied to fill the annul,l( spac e flush with top surface of floor. In wall assemblies, required caulk t1l1ckness to be installed symmetrically on both sides of wall. flush with wall surface. At point contact location between p'enetrant and sleeve or between penetrant and concrete. a min 1/4 in. diam bead of caulk shall be applied at top surface of floor and at both surfaces of walt. The hourly F Ratings and the min required Qulk thicknesses are dependent upon a number of parameters. as shown In the following table: Min floor Nom Pipe Or Wall Tub~ Or Conduit Max Annular Thkns, In Oiam. In Space. In 2-1/2 1/2-12 H/8 2.1/2 1/2-12 3-1/4 4.1/2 1/2-6 1-3/8 4-1/2 1/2-12 1-1/4 4-1/2 1/2-,0 2 4-1/2 1/2-20 2 4-1/2 1/2-12 3-1/4 4-1/2 ~ 22-30 2 5-1/2 1/2-6. 1-3/8 (a)Min in thickness of mineral wool batt space. (b)Min 1 in. thickness of mineral wool batt insulation required 10 annular space on both sides of floor or wall assembly_ Min 1 in_ thickness of caulk to be installed flush with each surface of floor or wall assembly. Minnesota Mining & Manubcturing Co.-(P 25WB+. . Bearing the UL Cla~jfication Marking FROM SBP_[NC. 6127817921 System No. C-AJ-I044 - Continued Min CJulk Th~ns. In : 1/2 1 Ij4(a) 1/2 1 I 1 2 'lib) insulation required P 3 ~ f R~tin9. Hr 2 2 2 3 ) 3 3 3 4 in annular .~ .~ ..,C. ~~t'l.r~tM~.(j.i~tN~~76:00'?~1.~. .~:~; n:~.:.,~;:.o,~l#'l'tt<~~Wi'_~ - :t.'~~~J.~. ':--:; .. -l . . ,~::. ~..'. : 'This material was:c~tr3ctcdbY 3M Fiii Pro C.IO:.,r~ ... :,'. : ..\ FIre ProtectIOn Products . fromt~ 1999tdlllonoflhcULFireR~lstan~OI(Cctory':;"~it: . s- I 2- 200 2 204:.1 FRON SBP_INC 6127817921 P d 3fJi Fire Barrier CP 25WB+ Caulk L. Product Data 00 Fill 'lOlD OR CAVITY MArERIAlS CUoSSIFIEO BY U.'IOERwRI r( f1S LA8()I1AT'()>or'~ IN(: .. FOR US!: IN THI)(XJ('", PE.NETRAT1QN FIRES TOP SYS TEMS (XHEZI SEE ClJRRENT t1L '.'l: R1;SISTANCf OlRf:'CTORY I '- 1. Product Description 3M Btand Fire Barner CP 25WB+ Caulk is a premium elaslomeric latex caulk designed for use as a ore-part fire, smoke. noXIOUS gas and water sealant. In addltiOf\. the uniqve intumescent property of this malenal (expands when heated) means that as cable or PiPe. Insulation is consumed by fire. CP 2SWB+ Caulk expands to mc\lntain the p€n€tration seal. CP 25WB.. Caulk features supenor adheSion strength. caulk rate and no- sag application wrth expanded UL Classified fire protection systems plus a halogen-frE'€ formula. JM Fife Barrier CP 25W8+ Caulk can be insr.a!leu With <l standard caulking gun. pneumatic pumoing eqlJipment or II can be eaSily applied with a putty knife or trowel. CP 25W8+ Caulk will bond to concrete, metals. wood, plastic and cable Jacketing. No mixing is required [ '- CP 25W8+ Caulk Features . Water Base: Easy dean up. no speaal handling. routine disposal. . Intumescent Expands when heated to seal around Items consumed by tire. . EndothermiC Absorbs heat energy. releases chem>eally bound water Thixotropc Will not sag or run /fl overhead or vertlC31 appltcatlQ(1s . Halogen-Iree . Fast dry TvcklrE'€ In approximately 10-15 m>nules. . PaiC1table (BeS1 resutts obtaned after 72 hour Cure) . Min.rnal snr,0k,age . Brown color . Water seal Seals 2g211151 Inadvef1,)nr water spills /fl the unexpandec Slat" . HIgh C<lulk rate: 1000 gimln w<lh 1 (4 in nozzle . POl(l1 contact allowed . COf\tlnuous Operat/flg Temp"ra:ure not to exceed 1200F (<l80C) 2. Applications Use to seal COn~lruCII()n Openings. blank openings and penetrating Items agaInst the passage of flame. noxIous gas. smoke and wafer. Restores fire rated construction to original integrity. Also for use Wllh 3M Brand FIre Barner Penetrating SeaJing Systems 7902 and 7904, FS-19S.. Wrap/Slno and CS-1 95+ Composite Sheet. . 3_ Physical Properties A-I ~roduCI_~i!..__ CP 25WB+ 10.5 II DZ cartridge Caul\<. 1.gallon can (128 II. O~) 5"'9a11on pad (640 ~ Ol) Volume 19 cu. In 21'l cu. in. 1150 cu. In. WUC1n. Units/C1n. lbs. (Kg) 12 12(5.44) 4 46 (20;8) 1 58 (2G.3) B. Volume Fill Guide for Core Drilled Holes r"-A~PIICatiOn guide for filling holes ~t~CP-2SWB+ Caulk Vol.i~OI I Mrt>tl< A(~l'~1 Con"lO<1 Ho.. r..ulk R~~.O. Dr.r>~~ I._~ SJI:. PI'" 1)0 . or S'ctvt I f) 112 '" Q<,[lln (m)) 01 CJu!I< 1 kl (35 4 mm) ! J.? n. IJJ 5 """~ ? ,n (S08 mm) 0.89 OS ~2n(:.:J'8'mm) ?1~,'(6il'mm!, 1'''1752"",,! 131 07 Jill r7S2 mm) J.SO <11(889 rnm: ~ '" 11UT.fi "",,) 1 47 CO 1.inflOI.r.mm) 450".. (114.3mm., Sn (;,70 mOIl I.R7 '0 5 ill (127.0 mm) 5 ~ In (HI? m,.,,1 G" 11524 '-'Vl'j 200 : 1 6in(157.4m",) 66Jon (1,84mm) 3<1 !20:.l;2mml ill7 41 8in (2OJ2mm) 8.6310 (2192mml 10"!1S-JOmm) 1002 53 10 In (2S-l0 m<n) 1075 In (2730 l1'1i'r.) It" (3001.8 1M.) 11 16 59 12 " (J048 mml 12.75" (3238 mm) H", 1305.6 mm) nos 6~ Nol~- 1 ~'UJ QI"" rtlJ\..Ortm<l<, mOlY V3ry ~ cr\<f~ IS C<IlNnl rT1;l,\ ,!J((l1 '" 11>< 'PP"<:4OOn ~o<(l( 2. wr.m:r<: nwo<\'l'.rm ;l('nv<4' ~..(e... 1-;/d VI 1)18 mm) OI~.' 111 n 1127 ",ml m,.."",.m a~f!1 01 CP 25IV6. CJ\A1< is re1)'Jlfe\l WJ-"" II..,~..." '~vQf Sp&'" to'qer INn 1 <f' (l~1 "'on) '" lhe il'~ 0 0 is ore..II,r lI1;o11 I, '" (300 mrnf.' I in (25.4 mm) "'''''mcm DeOi" 01 CP 2SWR. Dull<" ('lQln~. 4 in",,,,,"\! rru~t<; ;a:n :IS lit>t1't;!>,s. nil""'" "'Wd 01 Ncke< roo rNy ~ ~ In <u~rt ti"~ C? ?5W\l. CJu~. G~AOI1S ot CJUoIt 004 ro; 007 ros 009 04 OS OS C6 4_ Specifications Produ<:t The firestopping caulk shall be a one-part. ,ntumescent, latex elastomer. The cilulk shell be capable of expanding a minimum of 3 times at 1000'F. The material shall be thixotropic and be applicable to overhead. vertICal and horizontal firesloos. The caulk shall be listed by independent test agencies such as UL or FM and be tested 10. .Jnd pass the crJtena 01. ASTM E 814 Fire Test, tested undef pOSitive pressure It Shill! comply with the reqUirements ot the NEC (NFPA-70), BOCAI.ICBO. SSBCCI and NFPA Code #101 Typically Specif~ Divisions DIVISI()(l 7 Thermal ard MOisture Protect'on FireslOpplng 07270 DivfSiOf\ 1 J Speoal COnstruclKJn Fire SuppreSSion and SUperviSOry Systems 13900 DIVlsl()(I 1 5 MechanICal 15250 lv\echanlcaJ Insulaoon Fife PrOleC110n 15300 D'VISion 16 Electncal 1 h{)C,J) ~;:lCW- ~Io.r-fr'''''-;)I ^A")IQ(,:>k :>nrl ~Aolh,....",..1c 5-12-200 8 21AM FROM SBP_INC 6127817921 p S S. Per10rmance A. TYPical Physical Properties I I Tad< Free Time (ASTM 0579-87) Exoansoon at 662'F IJSO"C) X Co lor O€ nsi ty Adl1e5io<1 Apploeation Durometer (hardness) ASTM E 84 FlameSpl"e.ad Smoke Development Solids Voc O:lor FIovi Rate 1/4 in. (6.35 mm) rQule at 50 psi Boeing Flow ($ag Charact9l'islic;) Shore A --~ 2.0.30 I Re<ldLSh Brown 11.25 (1.35) I V~ Good Caulk guns. trowel. soatul;) pressun.zed pumps 74 10-15 Unit Value .\ ~:.';'-' MIf'oU\0S at 72~F (22~C) LbJgal. (Kgil) All OY1stTuction subslr::!tes Methods Percent (%) by 'M:ight PQrcenl (%) by weigh! 5 o 79 o PleaS<lnl. non.1rTllanng 1 (XX) Gfarnslmin. I r.ci1es o 8. Flfestopping Properties Meets the criteria of ASTM E 814 Fire Test. lested undef positive pressure. Consult CUlTent UL Fire Resistanal Diredofy for systems IlSted under 3M Product CP 25WB+ Caulk. e. Firestoppiog Code Requirements .:....--. ~ - CABO ICSO SSBCCI BOCA NFPA Council of Uniform Slllndard BasicJNatlorol Life $.1fety NEe Arnencan Buitding Code Building Code Building Code Ct1de #101 Natklnal Building OffIcials (1991 edition) (1991 edition) (1990 edition) (1991 edttlon) Electric Code Report Nu mbe1' 302(d} ,AWication t 032.4 Strvctural 901.2 Pw.etrations 6.2.3.6 Penelrations 300-21 Fire NE:A 243 for Panni! and FirA Res:stancO and Misc. Opening$ St~ng lnlegmy aM Fife Barriers 1704 ~icaJ Fire -- 705.1.6 Ftfe 902.1 Sln.auraJ Spread at Exterior Stopprng (ClJft.1in Butlding AssembIOGs Walls (Cuc1afi Wall) (Cvr1ain WaUl Wals) 1 706 Si1a/1. 1 00 1.3 P enetr.l lions 913.4.1 Through- Enclosure 01 Firll Resistant Penetration Sys1em ASS€mOliQS (FloortCQiting, Roo/I <A11r.g Assemblies) 1 70 t ConStf1Jdlorl .-' 1001_35 ~hod E: 915_6 Vertical Shahs Joints Th<ough-Per.elralion Prolec1lOn Syslems I- .. -- 4304(e) Wa"s and PartitiO<1S 4.304{ l) Merrt)rane 5 === .. - 4305 F1QO(~lings. no --.- Floors -. .- City of N~ Yon<. NY ~r1I-1(A 152-B:].U w. III. City 01 Los MQ(ies. CA ~e.lrtn fl.cpOO RR Z~~&3 l~. I \.- \ .'--/ S~12-200 8 21AM FROM SBP_[NC 6127817921 p 0 6. Installation Techniques Sh()'NT1 are examples of appi'oved applications of CP 25WB+ Cilulk. Additional drawings and details are available through your Aulhonzed 3M Fire ProtCC1ion ProduCTS Ol$lnbutC>f Ty~cal Penetration Firestops For Metal Pipe/Conduit and Insulated Cable Through Fire Rated Construction t-------~' --------, ~8't8I Pf)f'l Of COl-.dt.r1 ! I 3M Flr. Boom.< ~'rz- Dep\~ 3M ~ CP ;,swo. ~k. ' a._~ ~p 2:5W8C~" " rr,. I I: 1.1/4- M~.. I \ - AN'Vir SQ..JCC Soiod C~f"l~ F"XoI Sl..YJ I 1 1....Jt<k.orq MJrr.lf:"f;~1 Installation NOles: 1. Metal Pipe/Conduit applical'ons through nomin<\1 12 tn. (304.8 mm) outside diameter . Installed depth oj CP 25w8+ Caulk depends on annular space. . When the annular space is less and 1-1/4 Il1. (31.8 mm). a 1/2 in. (12,7 mm) minunum depth 01 CP 25W8+ Caulk IS reqwed. . When the annular space IS grea1er than 1-1/4 in. (31.8 men). a 1 in. (25.4 mm) minimum depth of CP 25WB+ Caulk is required. . Common bUilding materials. such as backer rod may be used for metal pipe app~cations. 2. fvlel~1 Pipe applications larger than nominal 12 In. (304,8 mm) outside diameter. . All cases require a 1 tn. (25.4 mm) minimum depth of CP 25W8+ Caulk 3. Insulated Cable Applications . Nt cases require a 1 tn. (25.4 mm) minimum depth of CP 25W8+ Caulk. . All cases require mineral wool (safing) for packing 4. Fiberglass Insulated Pipe Aw'cations. . 1 in. (25,4 mm) of fiberglass insulation on up to a nomonal 12 in. (304.8 mm) at metal pipe may be tirestopp€d WIth a 1 In. (25.4 mm) depth of CP 25W8+ Caulk. . 1 in. (25,4 mm) depth of mineral WOOl paCking required. I i I '- 5,... SJ.O,"",(f"JpIM"') f nw.~ G..DI,,, / ,- DoptII ~ F're B.me. CP 2S'Hll> CAJtl< I'1vsh 10 Woll lh>e<oI Woo' Pxk.... ~......I \ - (),.plh . c.:",.~tc Wa' ,'. \/~' r u'lrirn..,rT'l ~~ >>"'=" I I '\ I \ ) ,.u~::-_J--~~-~ ~~~=:Ik FOof "".I,,,,,,, r' ( P><'''''l , I. . I ;....1' I I : 1._' __ ~-\ -- <'.If( $old \ ! I~Kl 1-112. C()t"'o(f'Ok': ':"00( ..\ - Anrovlflt 6o,x;.e L..--~-- '5-12-200 8 22At-1 FROM SBP_INC 6127817921 7. Maintenance The CP 25W8-t Caulk is stable under normal storage conditions and has 8 one year shell life. Normal stock and stock rotation are recommended. Store between 33'F (1'C)-90"F (2TC) for maximum shelf life. Keep from freezing. 8_ Availability 3M Brand Fire Bamer CP 25WB+ Caulk'ls available from Authorized 3M Fire Protection Products Distnbutors. It IS available In standard 10.5 II. oz. car1ndges. 1 gallon C<lns and 5 gallon palls. Important Notice to Purchaser LIMITATION OF REMEDIES AND LIABILITY: If the 3M product is proved to IDe defective, THE EXCLUSIVE REMEDY, AT 3M'S QP1l0N, SHALL BE TO REFUND THE PURCHASE PRICE OF OR TO REPAIR OR REPLACE THE DEFECTIVE 3M PRODUCT. 3M SHALL NOT OTHERWISE BE LIABLE FOR LOSS OR DAMAGES, WHETHER DIRECT. INDIRECT, SPECIAL, INCIDENTAL. OR CONSEOUENTIAL (INCLUDING, BUT NOT LIMITED TO. LOSS OF PROFITS, INVESTMENT. GOODWIU OR BUSINESS OPPORTUNITY). REGARDLESS OF THE LEGAL THEORY ASSERTED. INCLUDING NEGLIGENCE, CONTRACT, WARRANTY. OR STRICT L1ABIUTY 3M f'ln: Protection Pr<><luct< 3M Conlcr. Build,,,~ 207 IS-O' SI.P:\ul.MN55144_1()()(J - !lOO '\2R \hl\7 Specialty Buiding Products 1500 Jack.'1on Sl NE #2003 Minneapoli3, MN 55413 (612)781-7655 (Fax -7921) lith::>., U.SA o :lM 199 7 9~-0'llX). 221 4. 1 P 7 ......... 5-12-200 8 22[\1-1 ;:-ROr-1 SBP ~ I NC 612781 7921 p 8 1.\1 (;"nc"oI OI1;n'_ 3M Cell'cr Sr Paul. M:'-J SSl.t-4.J()(J(j 1.8[)().JM.J577 or (&51) 737.6~1)1 (24 h.,,,,,) 03-33 10050 MATERIAL SAFETY DATA SHEET 3VI Copyr~ght, 1999, Minnesota Mining and Hanuf~cturing Comoany. All rights reserved. Copy~ng and/or do~nlodding of this information for the purpose of propGrly utilizing 3M products is 4110wed provided that: 1) the information is copied in full ~ith no changes unless prior a9reement is obt~ined from 3M, ~nd 2) neither the copy nor the orig~nal is resold or otherwise distributed w~th the intention of edrninQ a profit thereon. DIVISION: SPECIFIED CONSTRUCTION PRODUCTS TRADE NAME: 3M BRAND FIRE BARRiER CP-Z5 WB+ CAULK (REVISED) ID NUMBER/V.P.C.: 42-0011-1354-9 42-0013-3699-1 98-0400-2668-8 98-0400-2942'7 98-0400-5304-7 00-51115-07581-0 00-51115-08251-1 00-51115-11563-9 42-0013-:H98-3 98-0400-2667-0 98-0400-2669-6 98-0400-5303-9 98-040.0-5309-6 00-51115-07580-3 00-51115-07582-7 00-51115-11562-2 ISSVED: APRIL 2, 1999 SUPERSEDES: MARCH 15, 1999 DOCUMENT: 06-3743-9 1, INGREDIENT SYNTHETIC POLYMER LATEX ., ZINC BORATE ............... SODIUH SILICATE ............. 2-ETHYLHEXYLDIPHEHYL PHOSPHATE FlAME RETARDANT ...................... IRON OXIDE ...... . . . . . . . CHOPPED FIBERGLASS ................... C.A.S. NO, PERCENT Unkno~n 12447-61-9 1344-09-8 1241-94-7 Unkno~n 1309-37-1 Unknown 35.0 23.3 19.0 5.0 4.00 2.33 1.0 45.0 25.7 20.0 6.0 5.00 2.57 2.0 THIS PRODUCT CONTAINS THE POLLOWINa TOXIC CHEMICAL OR CHEMICALS SUBJECT TO THE REPORTING REQUIREMENTS OF SECTION 313 or TITLE III OF THE EMERGENCY PLANNING AND COMMUNITY RIGHT-TO-KNOW ACT OF 1986 AND ~o CrR PART 372: ZINC BORATE 2. PHY.$I.CA~ Df\TA BOILING POIHT:.......... ..... ca. 100 C VAPOR PRESSURE:.............. ca. 17.5 cnmHg VAPOR DENSITY: .............. fUn EVAPORATION RATE:............ ca. .33 Butyl Acetate 1 SOLUBILIT~ IN WATER: ....,... complete SP. GRAVITy:................. ca. 1.35 e/ml PERCENT VOLATILE: ........... ca. 19.9 % pH: ......................... 7. 5 - B . 0 VISCOSITY: .................. ca. 12000 CPS Brkfld HELTING POINT................ H/D APPEARANCE AND ODOR: BRO~N CAULK THIXOTROPIC PASTE WITH NEGLIGIBLE ODOR 3. FIRE: i'\t'lD EXPLOSIO~ ItAZARD PAIl' FLASH POINT:........ ......... MIA Abbreviations HID - Not Determined N/A Not Applicable CA Approximately 5-12-200 8 23AH FROM SBP_INC 6127817921 p 9 ~"1 C:cnn:al (Hlitcs 3 M l.cf\ter 51. PlIlIl, MN SSI44-1000 1-300-3M-3577 ur (651) 737.6501 (24 IIn"r.<) 03-33 10051 MATERIAL SAFETY DA T A SHEET 3IVI MSDS: 3M BRAND FIRE BARRIER CP-25 ~B+ CAULK (REVISED) APRIL 2, 1999 PAGE. 2 0 f 4 ~. FXRE AND EXPLOSION HAZARD DATA (continued) FLAMMABLE LIMITS - LEL: FLAMMABLE LIMITS - VEL: AUTOIGNITION TEMPERATURE: EXTINGUISHIHG MEDIA: Not ;lpplicabla SPECIAL FIRE FIGHTING PROCEDURES: None known. UNUSUAL FIRE AND EXPLOSION HAZARDS: Not GlPplicable. NFPA HAZARD CODES: HEALTH: FIRE: 0 REACTIVITY: 0 UNUSUAL REACTION HAZARD: none OSHA FIRE HAZA~D CLASS: Not determined rUA N/A N/A ~. R~ACTIVITY DATA STABILITY: St~ble INCO~ATIBILITY - MATERIALS TO AVOID: NonQ known. HAZARDOUS POLYMERIZATION: Will Not Occur HAZARDOUS DECOMPOSITION PRODUCTS: None known. S. ENVI~ONMENTAL ~NFORMATION SPILL RESPONSE: Refer to other sections of this MSDS for inform~tion ~QQ~rdinQ physical and health hszards, respiratory protection, ventil~tion, and p<<rson~l protective equipment. C188n up rUQidue. RECOMMENDED DISPOSAL: Dispose of waste product in a sanitary landfill. ENVIRONMENTAL DATA: No data available. REGULATORY INFORMATION: Vol~tile Organic Compounds: N/D. VOC Less H20 & Exempt Solvents: HID. Since regulations vary, consult applicable ~eQulations or Quthoritie~ before disposel. EPCRA HAZARD CLASS: FIRE HAZARD: No PRESSURE: No RE^C!IVIT'i: tlo ACUTE: Yes CHRONIC: t~o 6, SVGGESTED FIRST AID EYE CONTACT: Immediately flush eyes with larg~ amounts of wBter Get immediate medical attention. SKIN CONTACT: Flush skin w~th I~rge a~ounts of wJtor. If irritation persists, get Abbreviations. HID - Not Determ~ned N/A - Not Applicable CA - ADP~oximately 5-12-200 8 23L\!.j FROt-'1 SBP~I~~ 6127817921 P 10 Tv1 \'cllcrul orr,<:r~ J,\'I CeOler SI. 1'...,,1. ,vI;'\; 55144.1000 1.800.)64.3577 or (651) 737.(,511) (24 hvurs) 03-:53 10052 MATERIAL SAFETY DATA SHEET 3tVI "505: 3~ BRAND FIRE BARRIER CP-25 WB+ CAULK (REVISED) APRIL 2.. 1999 PAGE: 3 of 'i 6. SUGGES1rO fIRST ArD (CQntlnued) medicdl attent~on. INHALATION: If signs/symptoms occur, remove person to fresh air. If signs/symotoms continue, call a physician. IF SWALLOWED, Do not lnduce vomiting. Drink two gl~sses of water. Call a physician. 7. PRECAUIIO~ARX IHfQR~ATlON EYE PROTECT! ON: Avoid eye contact. SKIN PROTECTION: Avoid prolonged or repeated skin contact. VENTILATION PROTECTION: Ho ha~ards anticipated. However, provide vQ~tilation adequate to control ::.dors. RESPIRATORY PROTECTION: Avoid prolonged breathin9 of vapors. PREVENTION OF ACCIDENTAL INGESTION: ~ash hands after h~ndling and before eatinQ. RECOHHEHDED STORAGE: store away from heat. degrees C). S~ore at te~eratures above 32 degrees F (0 FIRE AND ~XPLOSIOH AVOIDANCE: Not applicable. EXPOSURE LIMITS INGREDIENTS VALUf UNn TYPE AV1:H SKIN- SYNTHETIC POlYHER LATEX NON NONE NONE MONE ZINC BORATE . . . . . . . . . . . ... . ... .. ... NONE NONE NONE NONE SODIUM SILICATE . . . . . . . NONE NONE NONE NONE Z-ETHYLHEXYLDIPHENYl PHOSPHATE NONE ~WNE NONE NONE FLAHE RETARDANT NONE NONE NONE NONE IRON OXIDE 5 mQ/m3 TWA ACGIH as Fe IRON OXIDE 10 "'91m3 T\oIA OSHA ;)$ fume IRON OXIDE 5 m9/m3 TWA ACGIH ""s Fe CHOPPED FIBERGLASS NONE NONE NONE NONE % SKIN NOTATION: LJ.sted substances indicated '-nth "Y" under SKIN refer to the potential contributlon to the overall exposure by the cut~neous route includinQ mUcous ~embr"'ne ",nd eye, either by ~irborne or, more partJ.cul~rly, by direct contact wJ.th the substance. Vehicles can ~lter skln absorption. Abbrevi"tions N/D . Not Deter"'lned N/A - Not ApplIcable CA - Approximately '::;-12-200 8 2d:H-", FROH S8P. [ I'JC 5127817921 P II JI\ I (;"ncr:.L1 011'<1::'1 3M CC111('J SI. P:l\ll. .\1'" 5514~.I()()O 1.&OO-3CA.J5'7: or (651) 737-65UI (24 h.."r~) 03-:n 10053 MATERIAL SAFETY DATA SHEET 3fVI I1SDS: APRIl. 3M BRAND rIRE BARRIER CP-25 WB+ CAULK (REVISED) Z, 1999 PAGE: 4 of 4 7. PRECAUTIONARY IHFORHATIOK (CONTI NUED) SOURCE Of EXPOSURE LIHIT DATA: - ACGIH: AIHA: OSHA: NONE: Amer~can Conference of Government~l Industrial Hygien~sts Amerlcan Industrial Hygine Assoc. Workplace Envlronmental EXPosure level G Occupationul Safety and Health Administration None Established 8. HEALTH HAZARD OATA EYE CONTACT: Mild Eye Irritation: signs/symptoms can include redness, swelling, pain. and tearing. SKIN CONTACT: Hild Skin Irritation: signs/sympto~s can include redness, swelling, and itching. INHALATION: Irritation (upper resoiratory): signs/symptoms can include soreness of the nose and throat, coughing and sneezing. IF SWAl.LOWED: Ingestlon is not a likely route of exposure to this product. InOBstion may cause: Irrit~tion of Gastrointestinal Tissues: s~gns/symptoms can include pain, ycmiting, ~bdomin~l tenderness, n~use~. blood in vomitus. and blood in feces. SECTION CHANGE DATES HEADING SECTION CHANGED SINCE MARCH 15. 1999 ISSUE Abbreviations: N/D - Not Determined N/A - Not Applicable CA - Approximately The information in thlS Katerial Safety Data Sheet (MSDS) is believed to be correct as of the d_te issued. 3M HAKES NO WARRANTIES, EXPRESSED OR IMPLIED. INCLUDING, BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR COURSE OF PERFORMANCE OR USAGE OF TRADE User is responSlble for d~terminino whether the 3M product is fit for a particulAr purpose Qnd sU1table for user's method of use or application Giv~n the variety of f~ctors th~t can affect the use and Anpllc~tion of a 3M product, SO~e of which are uniquely within the user's knowledge and control. It is essential that the user evaluate the 3M product to determine whether it is fit for a particular purpose and suitable for user's Method of USe or application 3M provides information in electronic for~ as a servlce to lts customers. Du~ to the remote possibility that electronic transfqr ~RY h~ve resulten in errors, omissions or alterations 1n this information. 3M m~kp.s no r~presentAtions os to its completeness or accur~cy In addition, inform~tion obtained fro~ 0 d~t~b~S8 mdY not be ~s current v5 the information in the HSDS ~v~il~ble directly from 3M. - 's" 'SEP . 10. 2001 1 : 48PM G !:,CL CONSTRUCT! ON ep~ J. U U J. J. 0: ...aa ~ nl::.L;HHru t,;f1L I NC - ?63-42S-?S5SNO.811 Tw~ City wa;t~ C~ lVUA . He kins, Minnesota 5S34a · C. R. Mechanical 12401 lro1lWoo Cirde #500 Ra!l~rs Mn 553 4 lUCPORT OF WA TE'R ANALYSIS Lab #: 3248 612 935" 3556 09/05/20D J QLlr La;,orarot reports rhese Qnalytical results, d~termjnuJ 011 a sample taken by CLIENT on 1/04/2001 'rom the fol/owing locQt;cm~ Prior l..al<s,Mn St: M~C~ Colifor Bacteria <1/700 mJ .~~ '8111'~ '\ r Clinic, 'nt;. ~.lylcllllllb......ol)' w., ...,oJys;. Rllo\llI=II I,.,b t:m1n'lll.... .o:r7...1l".' 19 consWlilll BJaPcr BIliJ.W..ChOftli.... P.3/3 p.3 CITY OF PRIOR LA~ BUILDING INSPECTION DE~ARTMENT COMMERCIAL & MULTI-UNIT PLANIREVIEW CHECKLIST Project Name: ~';"-~'\ 'c ".."'"1 . 1\ CH,r'\'(C'; 51 r' , (_-::7' '(/"'1 Job Address: I. CLASSIFICATION OF BUILDING: ;"//1'::; 57/1&r:.. DUT Nc:rr Ltb ? I ;/fYI A';S"'N"~ r' ~ 1t:.: 40..>.1. Z (,../ ,-,. I Use of Building bvt:.k.; 30-' u../.) LEt.:.,. -;:'T'" ,~" 1. Occupancy Group (Table 5-1) A 4'. I of 413 ':J A. 2. Occupancy Separations (Table 5-B). -(j- 1.r::,VA:>I~ztI/;vo i' l:z:.',;>:m ITn:fO B. Type of Construction (Table 5-A) f C. Location of Property ~ont t) ~ / .""1 I -:; Ii R.NSl'de /. ~ i,.-.' I d. I.,.;J;.,' {- L. Side "r' ~'.. T /-1...:;t-uP:; D. Floor Area 1. Actual 2. Allowable (Table 5-C) 3. Area Increase a) Open Area (505) b) Sprinkler (505.3) c) Multi-Story (506) 4. Mixed Occupancy Calculation = E. Height and Number of Stories 1. Actual: Stories Height 2. Allowable (Table 5-D): Stories Height 3. Allowable Increase CITY OF PRIOR LAKE BUILDING INSPECTION DE' ARTMENT COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST Project NaIDe: ,::5t. to-it C~t...""\C:(- .:f., ~T~ ZL-/I':>S r::' ,:::,~,'(l", C1.J,-,,\ ND ~fn Job Address: I. CLASSIFICATION OF BUILDING: A. Use of Building 1. Occupancy Group (Table 5-1) e: -l 2. Occupancy Separations (Table 5-B) -tr B. Type of Construction (Table 5-A) -:st - N C. Location of Property E I IJJ Front 100 t Rear o ~ l N L. Side !CD ~ R. Side t 0'~ +- D. Floor Area 1. Actual 9, <1. DO. -+~, ~):-., !'1 ~;)) 2. Allowable (Table 5-C) .;\ \ c..:' 3. Area Increase a) Open Area (505) I DO (O b) Sprinkler (505.3) c) Multi-Story (506) 'A 1- f- 4. Mixed Occupancy Calculation = \\(y.)yZ: \ (2 ') ().', \. . ,. .... "'1 ~ \ '.' . ., "2..r . -;- ':). (j" ~ '::0:;) IC:tlf\ l... l ~ Ft.. \ 0, z. o~~..., -::. ',.;:. ~ ~\ 1'100 SoAr. 'L E. Height and Number of Stories 1. Actual: Stories 1.. Height I '2 \ t I Height \ ~O 2. Allowable (Table 5-D): Stories 3. AllowableIncrease + \ 0St'-::;P{< N~'~,:: 2.. 'S1,.:-';~"iC:? NCJJ 07 2000 16:15 FR Bprq ENGINEERING 952 832 2601 TO 9c~~9417965 P.01/09 Barr Engineering Company 4700 West 77th Street. Minneapolis, MN 55435-4803 Phone: 952-832-2600. Fax: 952-832-2601 BARR Minneapolis. MN . Hibbin9. MN . Duluth, MN . Ann Arbor, MI · Jefferson City, MO Facsimile Cover page Attention; Tad ffilrich; PCL Construction Services. Inc. Mike Murphy; DLR Group Fax Numbe..: 612 - 882 - 9900 952 - 941 -7965 From: Regarding: Date: Project Number: Bill Cody St. Michael's Addnl Borings nn/oo Time: 4:15 PM 23/70 - 133 WKC 500 Total No. of Pages: 9 Check One: 0 Fax Onty l'8J Original to Follow The infonnation contained in this fax is intended for the use of the individual Damed above. If this fax is received in error, or if the transmission is incomplete, please ca119S21832-2600 ~ately and ask for AdditIonal comments: Please give me a call at (952) 832-2773 if you have any questions or if we can be of further assistance. No') 137 201313 16: 15 FR 8t='~"., ENGINEERING 952 832 2601 TO 9' "3417965 P.02/09 Barr Engineering Company 4700 West 77th Street. Minneapolis, MN 55435-4803 Phone: 952-832-2600 · Fax: 952-832~2601 BARR Minneapolis, MN - Hibbing. MN . Duluth, MN . Ann Arbor, MI. Jefferson City, MO November 7, 2000 Mr. Ritch MacPher50n PCL Construction Services, Inc. 12200 Nicollet Avenue South Burnsville, MN 55337 Re; Addendum to Geotechnical Evaluation Report Dated September, 2000 Addition to St. Michael's Education Center Prior Lake, Minnesota Dear Mr. MacPherson: This addendum report discusses the results of the recently completed additional geotechnical subsurface exploration. The purpose of the additional borings:was to supplement the previous borings and assist in evaluating the subsurfa.ce soil conditions ~ the revised building footprint area. The initial geotechnical report dated September, 2000 should be reviewed in its entirety as the recommendations contained therein are mll considered valid. During this exploration program. five additional borings (B-8 through B-12) were completed to depths ranging from 15.S feet to 35.S feet. Logs describing the soils encountered in each of the borings were prepared and accompany this addendum report. Results The approximate locations of the five additional borings are sl),own On the attached sketch. Locations, elevations and sampling procedures were obtained in a similar manner as described in the referenced initial report. An approximate three inch thick bituminous surface was found at ea.ch of the additional borings completed. This bituminous surface was underlain by a four tilch crushed aggregate base in boring B-9. The bituminous surface in the remaining borings was uncllerlain by silty sand and clayey sand fill soils. Fill soils were noted in all of the recently completed borings. The thickness of the f1l1 ranged from 1.5 to 4 feet. The fin can be described as silty sand (SM) or sihy clayey sand (SC-SM), fine- to coarse-grained. with traces of fine gravel. The fill soils are geperally black. but non to only slightly organic. Recorded penetration resistances in the fill soils wer~ between six and seven blows per foot (bpf), indicating the fill soils are generally loose. Beneath the existing fill soils, borings B-8 through B-I 0 and B-12 encountered very loose to medium dense sand. Boring B-ll indicates that the sand is very loose to loose beneath the existing fill to its NOV 07 2000 16:16 FR 8pr~ ENGINEERING 952 832 2601 TO 9~-'9417965 P.03/09 Mr. Ritch MacPherson November 7, 2000 Page 2 completed depth of 15.5 feet. Borings B-8 through B.I0 indicate that a layer of stiff to hard lean clay exists at a depth of about 23 feet beneath the existing surface grade. Groundwater was encountered at a depth of 20 feet at borings B-8, B.9 and B.l O. 'These depths correspond to elevations ranging from 125 to 126 (project datum). Recouuoendations Based on the boring results, it is our opinion the existing fill soils should be removed from beneath the influence at the proposed building addition footings and floor slabs. Estimated excavation depths for each of the additional borings are shown in the following table. Approx. Bottom Dorine- Number Surface Eleva.tion Excavation Depth Elevation B-8 146.3 3' 143 B-9 144.9 4' 141 B-I0 144.8 2' to 4' 143 10141 B-ll 144.8 6' 139 B-12 144.2 4' 140 Estimated Excavation Depths and B!ottom Elevations Statements and recommendations made in Sections 3 through 6 of the initial report are still pertinent to the findin~s relayed in this addendum. Infiltration Basin The proposed infiltration basin situated south and west of the Ilew building will be excavated to a depth of about 8 feet below existing grade. Based on the results of nearby borings B-7 and B-12, fme to medium grained silty sands (8M) and sands (SF) will1ikely be exposed in the basin excavation. These soils typically exhibit infiltration rates of approximately 1 inch per hour. If you have any questions with regards to this addendum report, please give me a call. William K. Cody. P .E. Senior Geotechnical Engineer 1n20087 vi NOJ 137 2131313 16: 16 FR BV';l ENGINEERING 952 832 2601 TO 9(" 3417965 I j I "- ./ I 1 .. , ~ . . I I I I I ~_'______I______I______I______I_____-I___"'__I__~~ I ~---I------l-----i-II------ +----.----- 1>'3nN3iW'""'HDi1ha ~ .~~------t-t---- 1 : ! I I 1 ~ : f I I 1 : ! I ~ t I · ! J I · : r J ~J ^ I I I : ~,-- 1 :1 1 -~~ t 1 I~ I _L..I ~ I I tt- I I I CI) I I I ~ :S' " -r~ I ~~I I I ,..- ~..;. I i :~ ~~I" "If d~ :-li-- ~~\ ..1 : A:1 ~ ~i::ri-- 7 \ I (J + T... ~ ~. ~ : I ..~ ~ ~....:. : J . I r I . I 1 \ ' + l~ '0 \i' ---i- I I ~ 10 It'" 1< l :~ l~ ~ !~ "3 I ^ J" L~_ 7~ ! ( ; j : : 0 ~-- ~ ~_ I L[) 0 QI '<j- -I i i- N 0 ..........- -I~ : :; I Ill: - ^ - , I : ~ : :i ......-- - ^ I ... L"~- , ...- ~ ~~ ., .; " ~; ^ , .. ~ ~ I ^ , o . ~.o ~~'M'~ "....... I iii 510 .~~.I.'!OS \. ~ ~ .. ,...., Li's~ ~ .. ~~ ,. I 1 I n ltl!:tlZL OMZ/m/6D 00'1 :lAIO't-OIo<<I\ZZOictZ\O'r.lV'" 01'10 P.134/139 ~ <3 z z c zo :s< 0... -' o ZO OJ: -0 800 g~ DW z~ -0 a::_ O::i; III tii f1 (,) ~ W (/) Z o ~ :::) a:: li; ~ o (,) ...J (,) a. ~ ~ g~~~~ wgo-1Il Zl:jIl2~:i Z 10./_ ~~~~~ l!i::s:::eli'o gr5:i~% (l..~5<g ~;5%15 ~::I:O~t:: ::E 10./ ..,. . BARR PrOject ,; J! e ~ ill iIi 1<45- f- ... ... 5 140- I- 135- 130- 125- 120- 8 ... NOV 07 2000 16:16 FR B0r~ ENGINEERING 952 832 2601 TO 9'- '9417965 4700 W 77th Street Minneapolis, MN 55435 St. Michaels School Addition I LooatiOO: Prior Lake. Minnesota Barr Project Number: 23170-133 WKC j ~ CD o MATERIAL DESCRIPTION (ASTh4 02488) g cc CD ~ ol.l ~.,. .2 !I! lo ~ ~ z.~ o I ~o 1~::,\.,::1: 7 ~'"I".:"~.~ . 141.3 .: .:,::::(: 1B 5.0 :':;~':JU !%~~ " .....1.~ tm!~ : ;:.}~:} ~ 18 tt;} 128.3 '>::':':;: 16.0 :~)-+~ ""::f~ 12 iil: 123.3 . .':'~' 23.0 115.8 30.5 The s1ratllcallon lines repl'GGent approximate boundartee. The transition may be gr8du8l. o Surface Elsv.; 146.3 *FILL. SIL TV CLAYEY SAND (Sc-sM), fine- to coarw-gralned, v.4th $OlTle line Grav(ll, trace rooUo, black. moist, loose SAND (SP), flne- to coarse.graln&d, wllh fine Gravel. brown, dry. mecllJ'n dense SAND (SP), fine- to medlum.gralned, with some fine Gravel. brown, dry, medum dense . 1-10 15 . SAND (SP), medium- to ~in8dt with some line GraV8l. brown. wet, madlum dense 20 . ~ LeAN CLAY (CL), with some coan:~ned Sand. eome fine Gravel. r7BY. wet. very stiff 25 . 30 END OF BOAING LOG OF BORING B-8 P.05/09 Sheet 1 of 1 -, CIi8nl: PCl Construction Services. I Inc. STANDARD PENETRATION TEST DATA N In blQwlJlrl . 10 20 30 <lO SHEAR STRENGTI-I, Ia;I Qp x UC A lV 3IE VS 0 VSPlO 1 2 S -4 Q, \8 4 19 ~1 \30 / Ii! 8 12 16 ,ft.1~ NATURAL. DRY DENSITY (pc:f)* 105 115 1:ffi W&l8r Co....!, % W, WN WL I . I 10 20 30 R81T18r1cs: Benchmark: ~ nut hydrant NE quad PLEASANT AND DULUTH, ASSUMED. 150.0 feet 30.5 9115100 9115100 OrIler Glacial FlJdge Drilling and Testing HSAlCME AUTOHMR I 10 ~ -~ 115- g 1-. .3-lnctl bituminous surface ~ ~. a= :... ~ -35 ... ~ Co/Tlllellon Depth: ~ Dale Boring Started: a Dale Boring Completed: !i \.ogged By: ~ Drilling Contractor: ... Drilling M9th0d: o SAMPLE TYPES III Auger Cutting I Shelby Tube ~ SplIt Spoon 0 Rock Cars WATER lEVELS Yl. While Drilling; ~ End of Drilling: NlA tvs Aft9r Dl1l\1ng; 20 20 N1A -- : BARR Project 'i ~ r;:: ! jjj 140- 5 135- 10 1:30- 15 1 ~~17 20 NOV 07 2000 16:17 FR p~~~ ENGINEERING 952 832 2601 TO C? ~9417965 P.06/09 4700 W nth Street Minneapolisl MN 55435 St. Michaels School Addition Ba" Pro!oet Number: I~: Prior Lake. Minnesota 23170-133 WKC j MATERIAL DESCRIPTION (ASTM 02488) .&! i- o Surface Elev.: 144.9 o "FILL. SIL TV etA YEY SAND (Se-SM). line- to . coars&-glBined. wi1t1 some fine Gravel. trace roots, black, moist. Ioo$e SAND (Se), finII. to coarw-gral~, wtth lean ClaY. some fine Gravel, motlled, moi$t, loose ~ SAND (SP), fine- '10 008.J58"9rained, with some fine Gravel, brown, Ory, medlum dense I- SAND (SP). medium- to co8I'S&iJrainfJd, with some fine Gravel, brown. wet. medium d&nse lEAN CLAY (eL), with nn&- to medium-grained SllIld, 1rac9 . fine Gravel, gray, wat, yery stItf 120- 25 - ~r ;. !l 115- 30 ~ . END OF BORING I:i o ~ tr. ! 110- 35. ~ ~ CcmpIe1Ion Depth: ~ Data BorIng Slarted: ~ Ollbl Boring Completed: !i Logg$d By: ~ Drilling Contractor: IS Drtllng Method; g SAMPLE TYPES [Jj Auger Cutting I Shelby Tube ~ Split Spoon 0 Aoc:k COre "3-lnch bituminous surface 4-inch crushed aggregate base 30.5 9115/00 9115100 Dnller Glaclal RIdge DrilIitlg and Testing HSAlCME AUTOHMR Re~ ~ a: jI> .9 oli :;s~ .Si! !l! lo ~! ~ Z.lf !, J! Ii: 5 (lJ Il(1) U'J ,_I. 4.0.. ~ B ,~ 1AA.9 5-0 :~'~bf V1 11 :;.~::::~t ~ "';"}" ~ 24 ....::.:;:tj j,f.~ .... '[ 0 26 ':':::~'\: Vl :::tl ~ 21 127 9 ....:.\f 17'O:.':':~' . iii.: '.:, .::.::::: 121.9 ':;:;'.;f': 23.0 114.4 30.5 The Gtratlllcation bnes !'8pr8Sent approximate bolrldar18li. The transition may be gradlJaL LOG OF BORING B-9 Sheet 1 of 1 PCL Construction SelVlces, Inc. I~ STANDARD PE~TlON TEST DATA N In l:lIOwt>IJt . 10 20 30 40 I I I NATURAL. DAY DENSITY (pcf)* 105 115 125 I SHEAR STRENGTH. kif a. x uc .. TV )IE \/S A 'liS" 0 , 2 ~ .4 Water Contlnt, % w, Wk W. I . I 10 20 30 fJlE ~ K ~~ ~~ ~1 I 14 J1C \ \ ~7 'Zr / 17 d7'}( WATER LEVELS 'Sl While Drilling: ~ End of Drilling: Jl. 0.25 hrs After DriUino: 20 29 29 NOJ 07 2000 16: 17 FR P"'--";1 ENGINEERING 952 832 2601 m ~)9417965 P.07/09 . 4700 W 77th Street Minneapolis. MN 65435 LOG OF BORING 8-10 - ' BARR Sheet 1 of 1 Project St. Michaels Sohool I location: Pr10r Lake. Mlnnes~ I Clent PCl Construction Services. Addition Inc. Barr Project Number. 23170-133 WKC ~ STANDARD PENETRATION NATURAL DRY TEST DATA DENSITY c; .s CD N In blow&Ilt 0 (pcf)* .m CD i ~# i .l!! MATERIAL DESCRIPTION 0 ~ ~~ 10 2C ao 40 105 115 125 f (ASTM D2488) :c, r CIl ~' I ~li:o SHE:AR STRENGTH, ksf Wallilr ConlriII1\, % Ui 0 (:) erJ'J Q,oX uc.& 1V* Wp WN WL ~ VSA VSRO I . r Surface E1ev.: 144.8 1 2 :5 4 10 20 30 0 .FILL, SILTY SAND (SM), ftng.gralood, wIIh 5:OrflQ IQan Clay, I trace roots, black, molst 142.8::":::. t:: LEAN CLAV (CL), with fine-1D coarse-grain&d Sand, some ~o 6 ~ X fine Gravel. brown, moist. medium 140.8 ~ 140- SAND (SP), fine- to C08r8e-grained, with some fine Gravel, ... 0 ..,.... 9 ,g 5 brown, dry, Ioo6e to medium dellSB . f~~~ . 16 \ :::.~U~~ ~ ~1 135- 10 21 ..~.+ \ - - ;~~: 129 130.9 ..:.....: ~ 29 130- ~15' SAND (SP). medium- to C08I'8&-grained. with some fine 14.0 :!':?f:; ~ 27 ~ !7 Gravel, brown, dry, m&dlum cIellSG V 127.8 ......il .....:...: SAND (SP), medium- to coarse-gralned, v.ith some fine 170 .....,'+:. . L . 00 .... .~ ." Gravel, brown, wet, medilnl dense '?f~ 125~ ; . ::-:;'.:: 12 20 . :}:::':r: I- - '. ~ ~ : .' - .:',.:::. .: 121.8 ': '::'.:'. I- ~ LEAN ClAV (eL), with some CD8rw-gralned sand, trace fine 23.0 Gravel, r;p.y. wet. stiff to hard 120- 25- 12 12 v 115- 30 17 ~7 \ ~ ~r: 11D.3 ~ ~rT 110- 35 SAND (SP), fine' to medlum-grain&d. gray, wet. dense 1M:s ::~;':.:: 37 g ENC OF BORING 35.5 ; i "3-inch bituminous surface - III 1 05"1- 40- 2 ! CompletiOl'l Depth; 35.5 Remarks: Oate Boring Sbut8d: Q/1 SIOO ~ Date Boring Comp.let8d: Q/15100 ~ Logged By: Dr1Iler SAMPLE TYPES WATER lEVELS ~ Drling ContrBclor: GIaclal Ridge Drilling and Testing [I] Auger Cutting I Shelby Tublil '5l Whle Dn1llng: 20 ~ "- Dilling Method; HSAfCMEAUTOHMR .Y End of Drilling: 34 ~ Spilt Spoon o Rock Core ~ 0.25 hr$ After Drilling: 34 o 8 ... The strat1f1callon hnes represent approximate boundarws. Thi tl'an$hlOl'l may be gradual. . BARR NOJ 137 21300 16: 18 FR F"~ ENGINEERING 4700 W 77th Street Minneapolis, MN 55435 I~: 952 832 2601 TO C' )9417965 P.08/09 LOG OF BORING 8-11 Prior Lake. Minnesota project; St. Michaels School Addition iD ~ 6 ... III ~ W 140- 5 135- 10 130- 1S ~ Barr Proleot Number: 23!70-133 WKC ,; ~ i c MATERIAL DESCRIPTION (ASTM 02488) 143.3 '.:.'. 1.5 141-3 3.5 138.8 6.0 13" D 9.0":' : ':.:. ,. X ;', )' :... r 133.8 : :' 11.0 :': ;. r ~. :. ~: ... :' !r 1.0 . . . . :.:~: : . . . 130.8.: ..: r: 14.0 :':~;'::: ::'~::~",: 129~ ..:;:.:.: 15.5 Remar1ts: 10' cave In. The stratillca.tlon IlnG$ repretlent approximate boundanes. The transition may be gradual. o Surface 8ey.: 144.8 -FILL. SlL TV SAND (5M), flml-gralnBd, black, moist LEAN ClAY (CL), black, moist. medum lEAN CLAY (CL), with some lIn&-gralned Sand, brown, moist, medium SAND (SC), fir.e- to coars&-grained, with lean Clay, brown, moist, Ioo&e SAND (SP), fine- to coarse-grained, wi1h some flOe Gravel, brO'M1, moist, vary loose SILlY SAND (SM), fine-to medium-grain8d. with trace Grawl, brown, moist, very lcotle SAND (SP), medium- to eoars&-grBined, with some fine GraYSI, brown. wet. loose END OF BORING *3-inc:h bitumino1J5 surfaC8 . . 15.5 9'15100 9115100 Oliller Glacial Ridge DrtWng and TMting HSAlCME AUTOHMR g cr . Soll ,~j~ o 8 :E. .... ~a: ~-!t:6 CJ jrn rn :: ,. ;. '; . .' , Sheet 1 of 1 Client peL Construction Services, Inc. STANDARO PENErRAiJON TEST DATA N In blon'ft 0 10 20 30 40 , I I SHEAR STRENGTH. ksr Q,X UC.. TV* VS ~ vSR 0 123 .. 5 5 4 C~ 6 ~!l ~ Is I:l ~ II: i 125- 20 ~ " ~ Depth: i Dau, eoring Started: '" Date Boring Completed: i Logeed By: e Dtifing Con1racIor. ~ Dilling Me1hod; o 4 l~ 4 Q14 7 ~. NATURAL DRY DENSITY (pcI)* 1~ 115 125 I Water Content. % W, w. w. I . I 10 20 so SAMPLE TYPES [I] Augar Cutting I Shelby Tube ~ Split Spoon 0 Rock Core WATER LEVELS While Drilling: End of DrilHng: 0.25 hl'$ After Drilling; Dry Dry N/A . BARR No') 97 2999 U;: 18 FR ~., ENG Ii'VF- o..:::.~K\.NG 4700 W 77th Street Minneapolis, MN 55435 I Location; 952 832 2b01. TO C?--"941 ?9(;5 P.09/09 Prior Lake, Minne8~ ~, Project: St Michaels School Addition j ~ 'i ~ w Barr project Number: 23170- 1 33 WKC J i c MATERIAL DESCRIPTION (ASTM 02488) g .9 ~ !~ .. !11 lc ,. ,t;:. ZO '5.,.... .a;: ~ l-a t 0 ~CI) w :':~' r :. ': . . .' '," . 142.7 ',':. . 1.5 :::~: : '. .. !'I~ '.' . 140.7 ~':;: . 3.5 ~~f;:1t~ ....... 138 2 ::)tJ; ..... . 60 ''''';l . :~t.tt.: :.:.:..::t ;'~}tr: ":'::':1; :~'i~ tr- ..... . ;;;: :.....-.;. 128.7.:.<"::": 15.5 SAND (SP), fin&- 10 meclum-grained, with some fine Grav&l, 140- brown, moist, medium dell$El 135- ~ '30-~ ~ b g ~ 125- i o SI.IIface Bev.: 144.2 .ALL, SILlY SAND (SM). flne-gralned, black. moist - . . SILTY SAND (SM),1In9- to mBCllum-gralned, brown, moist, loose ~ 5 SAND (SP), fine- to c08r&ei1rained, with some fine Gravel, brown, moist. meclum den&e 10 . 1S ENO OF BORING ~nch bituminous $Urfaee . ~ 20 ;J Compllltlon Deplh: ~ 0a1e Boring StartlId: ~ Date Boring Col11lleted: i Logged By: ~ DrIlling Contractor: 11. Drifing MetlOd: o : ; Remarks: 9' cave In. 15.5 9115100 9115/00 Driller Glacial Ridge Drilling and Tssting HSNCME ^UT.OHMR LOG OF BORING 8-12 Sheet 1 of 1 I Client PCL Construction Services, Inc. STAll/DARt) PENETRATION lEST DATA N in blowWlt 0 10 20 SO 40 I I NATURAL DRY DENSITY (pal) * 105 115 125 I ~ TM Str'atitication lines represent approximate bo~daries, The translllon may be graOJal.. SHEAR STRENGTH. kst Q.X UCA TV* VB I:.. VSRO 1 2 9 .. Waler Conl8nt, % W. WN WL I . I 10 20 30 6 ~ 14 ~1~ \ 20 ~ 22 ~ \ 30 ~30 25 L WATER LEVELS SAMPLE 1YPES III Auger CUttlng I Shelby Tube ~ SpIll Spoon ,I Rock Core While Drilling: End of Drilling: 0.25 hrs After Drilling: Dry Dry N1A ** TOTAL PAGE.09 ** .2001 11: 21 FIRESTONE TNC TECHNICRL 8002420504 P. 01/07 TI..estone- BUILDING PRODUCTS COMPANY July 26, 2001 Bill Jetton Top All Roofing (Lie. # 3421) 291 Eva St. St. Paul, MN 55103 RE: FBPCO # E67631 St. Michael Education Center Dear Bill, Post-it" Fax Note Dllta This letter is in reference to your question regarding the thermal barrier requirement under Section 2602 Foam Plastic Insulation of the Uniform Building Code. ' Section 2602.4 Thermal Barrier. States: 'The interior of the 'tJUilding shall be separated from the foam plasUc insulation by an approved thermal barrier having an index of 15 when tested in accordance with U.S. C. Standard 26-2. The thermal barrier $hall be installed in such a manner that it will remain in place for the time of its index classification b~sed on approved diversified tests. " Section 2602.5.3 Roofing: States: "Foam plastic insulation meeting the requirements of Section 2602.0,2602.3, and 2602.4 may be used as part of a roof-c~vering assembly, provided the assembly with the foam plastic insulation is a Class A, B, or IC roofing assembly when tested in accordance with uac Standard 15-2, Test Standard for Det rminin the Fire Re r n of Roofcoverin M arials. Standard S ecification 790 of Und rwri er Laboratories Inc. (please see the enclosed copy of the Firestone listing as it appears in th 2001 UL Roofing Materials & Systems Directory). Foam plastic insulation which is a part pf a Class A, B, or C roof-covering assembly need not m st he re uirements of Sections 260212 2602. n 2602.4 provided the assembly with the foam plastic insulation satisfactorily ass s a test for insulated roof decks. " Chapter 6, Section 601.3.3.3 of the Uniform Building Code Ii~ts. Underwriters Laboratories Inc. 1256 Fire Test Standard for Insulated Roof Deck Cons" on as an acceptable Foam Plastic Test per the UBC. As shown in our literature (attached) Fir stone ISO 95+ has passed the UL 1256 test and is listed as an UL approved product. In addit~on, Roof Deck Construction No. 292 as listed in the 2001 UL Roofing Materials & Systems Directpry is Fire Classified per UL 1256 (copy attached). If you should have any questions or need any additional information, please contact me at 1-800428-4442, extension 7258. J:JJ-n;LI Todd D. Taykowski Codes Manager cc: File, Herb Clarkson - FBPCO, Eric Johnson, K.R. Kline & Associates, Inc. A Generation of Performance Backed by ~ Century of EJlperifmce 525 Congressional Boulevard. Carmel, IN 46032-5607.317.575.7000 Facsimile: 317-575.71 CO http://www.fireslonebpco.com -2001 11: 21 FIRESTONE TNC TECHNICAL 8002420504 P.02/07 2001 ROOFING MATERIALS & SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) ROOF COVERING MATERIALS n:eVT)_ Roof coverirtg matmalll consist of two basic types - (1) Roofing Systems, generally involVitlg the 116S<!mbly of severa,l Compol\ents and may l"l!qUire . liped.al ~pment to apEly the matmal$ involved and (2) Prepared materi- als, whic;h can be applie<i directly to 1\ roof deck in accordance with Ihe manufactwers il\$lrudions PIOVlded with the product. The$€ cl>verings are intt;!nded for the protection of roof decb &om extemllllire exposure and l).ave not b4!cn evaluated for perfonl\lI,nc;e when ~d to a fire. &om an internal source, i.e., directed onto the undersid,e of the roof deck assembly. FDr roof deck assemblies invl!Stigatcd for ~rIormance under internal fire e;r::posun.", see Roof L1eck ConstnIdiQns (TGTO<), in INs Directory. As iI1di~b:d in individual CassifjQlti9nS or I;..islings, ~fic materials. have been supplementillly rite tested in aeCOrdMai! with the I1lquiIl!mcnts of the indicated nationally recognized Codes and Standards. . Roof11\g systems ilIti! c:gmpotil.'Ci of materials shown ul\I:ler the various generic system lypes descnDed under Roofing Systems (TGFI)) or under R\)Ofing ~stems, Uplift Resistan~ (TGIK) and assembled lIS indicated to provide Oass A. B, or C fire resistant coverings Or uplift resist ani roverings, respectively. P"repared roof C(lveringli, shown under the clIlegot): Prepar.ed Roof Cover- ing Matarial~ (TFWZ) and applied in aCCl'lrdan~ with detailed instnlctions included in the packages of materials provide Class A, B or C flItt resistant Cl;lverings and wind );t!Si~tant coverings as indicated on ~ LilITing Mark apylie<1 to E:och package. . Prepared Roof Covering Materials investigated h,r impact t\.'Sistance are cove!tOO under Roof Coveril'lg Materi.'\ls, ImP!lct Resistanar (TGAM). ProdUlis illtendt;!d f..,r U5t: as ilD lIccessoty tor a P"'Pa1...d roof covering system iU'C covered under P11!piIed Roofing Accessories (TGDY). Ridge Vents (J'(;F.W) installed in i\ccordance with the detailed in~tructiOIlS includoo with the ~roduct previde Oass A. B or C. fire Tt;!sistance as indi. eabld on the OllS!IIlkation Mark applied to each rrodu~l . Whm indicated in the individual1.isti~s, the wind resistance of PNpared Roof Coverings has been evaluated for wmd velocities ill excess ol tha,t specified. in tit <HI. Class A indud.eIi xnof rollerings which I1J'E! effec;t:ivt;! against severe fue . exp05url!S. Under such expo5\l~ mof (Oycrirlgs of this clfts~ II\! not n!adily flammable and do not: carry or communic:ate f1wi afford lI. fairly high degree of fire prolection to the roof deck: do I\ot slip hom poliit:ion; possess no fly- ing brand hazard; and do not rL'qUi~ frequent repairs in order to mainl."lin their fin!: resisting prop,erlies. Class B includea; roof covelings wNc:h an: eff~ctive against moderate fin! eXp03UN$. Undcr such ex~sum roof coveringti of this class 1I1'e not readily flammable and de net rellailv canoy or communicate tire; affom.a moderate degree of flre prl1lt,:ction to tT\e rool deck; de:> not slip from positiol\; pos_s 1\0 Ilyil\K brand hau.td; but may ll!'1uil'\! infrequent repairs in order to m.-untau\ their fin! ~isting propeJ1ies, .. Class C inchlclea rQOf coverings which lire effective against light fue expo- !lUre. Under such ~J1!S rooT coverings of this elllSS ilre nllt readily Baln- mable ilnd do not readily. carry or communicate fire; afford some d~ of fire protection to till:: roof deck; do not s!ir from pc;Hii lion; possess 1\0 flying brand M:,,;ard; Ilnd lI\ay I'\!quirQ occasio1\a repairs or \'Pnewal~ in l~rdet to . maintain that fire resisting properties. Roof1l\g systeJT1$ provide D."\SS A, B or C rovt;!Tings ova c:ombustible and I Or nOl\COn\bustible (steel, cOncrete or poured. tlYf'Sum) decks. Prepared roof covering materials pmvide CallS A, B or C roverings over C:llmbl.lstible deck5.. Combuslible ded(s cof15i8l: of the following Iypes: (A) Minimum 314 in. .hick ~hellthing boarda. (B) Minimum 318 in. (for Prepared) or 1:;/32 in. (for Roofing Systems) . lhiclc. plywoOd, (C) Minimum 5/16 in. lhick plywood with all joints blocked wilh SCIlid l\1mbeL (D) Minimum 3/8 in. (fo!' Prepared) or 7/16 in. (for Roofing Systems) thick I\Onveneer APA rated sheathing (oriented strand board panels, Slr\la- tUfa! plul:iclehoard pancls, composite p..nels or wafer-bOom panels). hI:: b. ic 8 ds uSed to invesh ate rodl Is in this cate 0 " '. S fife l!S1stancc of Roo CoveJin i1terials"; UL 997 "Wind Re$isthnce 0 l'repan> oof ovcnng Materials"; WI, "The Standard for Impael Resistance of Prepared Roof Covering M.\terials"; and ut..1897, "St:i\ndaid. for Uplift Tf::Jlts for Roof Covering Systems" . Weatherability oHhese rool rovering materials has not beell investigared. Authorities having jurisdiction should be con.~ull..od as to whid\ c1as.q qf roof coverings will be! ncceptable in eaC'h location. . PREPARED ROOF COVERING MATERIALS (TFWZ) This category covl:tS 1\\~t....riaJs intended to provide Classetl A, a and C mveringt; 011 cOlnbustible (wood.3/4-in. thick. shealhil'8 boilrdS or 314-in. ROOF COVERING MATERIALS (TE~n~~._...__ PrfPlIred. Roof Co..-erjpg Materials (fFWZ)-Continued thick PiY: ood unless othetwise indicated) deck.~ when applied in a~cor- danCl! wi detailed instructions induded with the packages. The of 15/32 ill. (minin\I.lU\) thick plywnocl is a sv.itabll: alternate to 112 in. ( 'l'limun\) thick plywood specified in Oassifici\lionB for individual manufa rers. The U~Cf 3/8 in. thick (minllnum) nonvmeer APA Rated Serics Sheath. ing (ori.' h..>d s!land beanl pllnels, ,h'\ldural particleboard panels, eompos.i.~e panels, 0 wafer-board p~els) is a S\Iilable all:f:mAte to 1/2 in. (minimum) . thick pI oed specified in Listings for individulll I1\al\Ilfa.dI.lrcrS' when a OassifJe . llllderlaym~nt is utili:r.ed between the sheathing a.nd the ptepiU'Cd roo! coveting. Listing!j are applicable either for new wod;: or lor recovering purposes. Flashinp and trimmings arc to be the same as OT not less than nie equiva. lent of th~ root cOvmn~ in I:acl, d:J.SS, or oC 16 oz or heavjt;!r coppel', No. 26 USS 6'au~fi1 or heavier galvanized steeL or 0,019 in. thkk or heavier alumi. num. This Yltegory also .covers shingles with factury applied adhesives or inle- grill Jodi' g features. The Listing Mark for S\lch Shingles may, in ndditiDn to fire resis na! infonnation, include wind resistance information. WhCTC \dicated in lhe individulll List:inJ:,'ll,b-pccific products hl\ve been also Oa 'licd i.n accordill\ce with AS1'M 034(>2, "Sl.lnd,lId SpccifiClltions lor Asphalt hingles Mad!! from Glass Fell and Surfaced with Mineral Gran- ules" or AN/t'SA AJZ3~1j. PrL'Pilrc..p.ropI rovering materillls investigatcd for impactl'eSistl\l1ce al'e covered ~nder Roof Covering Mat\!lials, Impact Rcsisl:'.ulct' (TGAM). AcceH.~ ry l'Omponents utilized in the l"lP.pan:d Roof Covering system ale coveMi ndcr Prepi11\.-d Roofing Accessories (TGDY). Ridg1: vents ulilized , in the l'njplUCd ROof Covering systelI\. IN c:nvered under Ridge Vents (TGEW). !type 15 and Type 3() asphalt lelts, used as underlayn\enls, are cov- eloed und~-: Roofing SyStmls (TGFU). Ul\derlaymmts, ridgt vents a.nd acres- sory compol\t;!nts, wh~n utilized, Oll'e to be Classified mahuials. . , PREPARED ROOF COVERINGS Fiber menl Shingle Covering,; all! L'l)lllJX!5ed of non-asbest<;'5 fiber Q!mmt ingl~ laid to provide two or more thicknesses ill accordance with instructi sh"ts ac:c:nmpanying pad:ages. These ('Overings are limited to roof dec. capable ol receiving and retaining llilj1S and to inclines exc;eeding 3 in. to horizontal fOOl. ^,phal Organic-FI:It ShiAgle Coveri~, are comp"~ed of asphalt organie felt (pN ('lUsTy identified as rag-felt) &1it surfaClld shingles, One Or more thickhess laid in accordance with instruction sheets accompanying pack- ages. Th t'O~ng,; are Jimill:.-d to roof decks Cllp'able of rea:lving and retaining nails and to inclines SuIlicic1\t to permi~ QI'ainage. Asphal G'a55-Piber Mat Shingle Coverings /Ire comp~d of asphalt gh\ss mat grit surfaced shingles, J....id in aCl;Ofdance with the lllStruC- non she . a,ccompanyin~ packages_ These coverings are limited to mof dl!cks Ci'I able of receiving Ilnd retaining nail~ and 10 uldines sufficient to pc:n:nit ainag.::. Modili d ^,phalt Class--Fiber Mi'lt, Asph.1t OTg,mic-ftlt or Class-Fiber! rolyeste1j Composite Shil\gle Coverings are composed of modified asphalt C(lated KI~ss fiDltt mat or gli\SS.fiber I polyester ccmpositc, grit surfaced slungles, ~Ilid in aCC<;lrdance with thc J1\SlIuclion :lheell< acc:emplU1ying pnck- ages. nlf; coverings Jue limited tu roof decks capable of reaoJving ana retaining nails and In inclines sufficil'tlt to JX.'1'mit ctrllina.r,e. fonno: Aluminum Shingle Coverings aIII composed of rl~in aT pre- painted uminum sheet alloy, laid in accordance with tile- lnslmclion sheets IlCWOlpa ying packags;S. Limited to l'oof decks c:arablc of receiving and retaining:nails and to inclines sufficient tn permit draini\ge. These coverings have ~ inVt."-1igatt<.l only lot lire resistance. Molde" Ro:ilIfurc:cd rlasti<! Shingles are composed of various plasti~ matelial~1 reinft>ra..'d with glass fibers and formed into various shapes \n various cplon<. ThtBe Ct)Vcrings are lil11itecl to inclines suflick'nt to permit draiMge~ . Wind.~Si$tllJlt Asphalt Glass.Fiber Mal Shingl\!~ are provided with field-app ied or lll('torY'lIpplied adhesive at inlegrallod'inS l.~bs. Some shingles ith factory.applIed adhesive utilize bands or spolS of ft heat sensi. tive adh ive located either on the sutIace of the shingles or on the bad; bide of e. ch lab. AdlI~vli!li of this type:: n\ust be actjval'ed by solilr heal ol inlentrltylgencrally attained on warm, sunny days. Other shingles with fllctory.al'p!ied adhesive uHlize a combination pressure.sensitive and heat- sensitive 'adhesive. Due to the nalul'e of adhesivcs of this typE', sealing is illdll~ py lIpplication DE pressure and/Qr heat. Wind B.esislant Asphalt Organil;'-ft;!!t Shingles :Il'e provided with factory- appHI,'!d ..dhoiVI: Dr inn:~all()('l<in8 labJ\. Sol1'\l! shingl~'" wilh faclory. lIpplied I\d~siv(' ulm".(! ba\,ds or spots ef a he;,' sensirive adhcsive 1000"ated either on, the sur!aa! of [he shingle& oc 01\ lhe bllel< side. of each tab. Adhe- loive!s of ~lis lypt! must be activatlXl by solar heat of intensity generally LOOK FOR THE UL MARK ON IPRODUCT 1 (-2001 11 : 22 FIRESTONE TNC TECHNICAL 2001 ROOFING MATERIALS 1& SYSTEMS DIRECTORY P.03/07 . ROOF COVERING MATERIALS (TEVT) ~oofing Systems (TGFU)-CClnfimJed The insulation may be OJnitted &om ~ recovQr sy&1em.. 3. Uj1iNula~ m~ltiple layered hot Inopped.. cold application or modified bitumen membrane new constntClion systems with <l bnsc ply of Type Gl or Type G2 may be used over allY existing uNnswated rooI system ancl maintain its new con5trucnon ralin,g when the roof deck is non. combustible. 4. Spray applied foam systems with minimum 1-1/2 in. thicle fO:lIn may be used over any ~ting roof system lInd mail\ta.in its new cOI'ISttUc- lion ram\g When the rool deck is noncombustihle. COMJUS1l8Ll! DECIC CONSTRUCTION: L Insulilted rogf sysl\!ms Classified fQr use over combustible deck can be used over any type ..f ez.i&ting roof f}'5t.em ;and maintain iIB new wn- struction rating. 2. Insulated toof systems ClISSiD.ed for use ovcr nonc..mbu$tibk ded may be used over any t:YPe ot Class A, B or C existing roof systems. The result.lnt Class lViU be the le~r ra[jng 01 the existing system or the 1\f!W l;Onstruction (recover) $}'$lem. 3. Unin&ulated multiple layered hot mGpped, rold ilpplkati<ln or modified bihImen membrane new construction liYlitP.m$ with a base ply of Type C1 Q1 Type C2 may },Q ~ ov~ any exi~ng uninl;1,llatad mof ~stem and Jt1i1inlain ill> new l;(m$t!:uctiun rating. 4. Spray applied foam systems with minim\lm l-1/~ in. thicle foam Oassi. lied for 1lse over ncml;omb\lshble deck may be l~sed OVli'r a,o.y type of Clallll A. B or C existing roof II}'5tem. 'Ib.. lWI\1lt.lnt Class will b. the lesser rating of the existing system or the new construction (recover) ~tem. 8002420504 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)-Ccmtinued '13 TW~' elhods of lalJeling are provided for this ma~rial: (1) Eac:h bundle. pacl<ag , or lO'Onrainer wilfbeu the allSsification Marking, (2) a Certificate is ISsued 0 the intttested parties. This Certificate i8 prepmd by the manufac- turer uc:h cUnstrudior> site h. Bllppliu. The use of the Certificate is optiQ~ I whe!, each bun~e, pa~kllge, or conl~er ~ars the Classilic:ation Mar bUlm all cases IS restricted to material s}upped c1irecdy from the manuE, dU11!r to a constzudiQn site. , CBMENTS AND COATINGS FOR. ROOFING SYSTliMS+ CLASSIFIED BY UNPElWJUTERS LAJORATOIUES INC.~ AS TO AN ExTIntNAL PlRIl EXPOSURE ONLY , + - Or one of the following desigaatiofts: 1. Ty 15 SatUl'ilted Felt, Cap or Base/Ply SMet For Roofing Systems, Z. 30 Saturated Felt, Cap or Bnse/Ply shect For Roofing Systems.: 3.IY Gl COilted Base/Ply SMet for Roofing Systl!Ill$. 4. Ty e C2 Coated. Cap or Base/Ply Sheet fQr Roofing SY51ems. 5. Ty G3 Mineral SurfaQi!d Base/Cap Sheet For ~ooli~ Systems. 6. M: eral ,lnd Fiber Board for Rooting Systems. 7. F med Plastic for Rol>fing Systems. 8. Til s lor Roolirtg S1'8tetnS. 9. Bu Iding Units for Roofing Systems. 10. M mbrane {or Roofmg Systems. 11. Fl lUng Material Fur Th:iofing SyStl!'ms. 12. Fo meel: Plalltie IngJedient For Roofing Systems. 13. nA lPly Sheet For Rooting Systems. 14. 511 SheeL For Roofmg Systems. 15. H d Down Device For Roofing Syslems. 16. M nbrane Splicing Ta~ For Rooting Systems. . 17. In alion 101l\t Tape For Roofing Systems. 18. Ins dation Adl'U!sivr For Roof1ng Systems, As ap 'ropriate, thr statement "Also Classified as to Impact Resistance (s~ Rooling Materials and Systems DitedoryY' may also be included. A &: L OOFING SYSTEMS INC 1D44 STATE ID 3', LA PORTE IN 46350 I MAINTENANCE AND REPAIR SYS'I1lMS UI\IC~ otherwise indiCilted, th~ systems ~ limit...'<I to max 3 in. inclinl!$ and the membrllo.e is mecMI\iCAUy n.sllmed with metal screws and metlll or plastic isks~ The membrane is prefabricated with fastening laps. ' i Class A 1, oe~: C.15/32 Incline: 2 Ex ling Roof System: CL"1ss A, B or C c:overed with; B 'er Boud: 1/2 in. gypsum board, mechanicany fastened.. I lation: One or more layers of the follOwing insulations (staggered ill>' ts)-any thil;knfls : Rm..x "Multi-Max", JIlIdite or glass fiber. 1>00/8ty. I'll II coveTed with one of the above. M m'brane: "Bond White 30" or "A &: L White-40" (NBP). 2. D : C-lS/32 Incline: 2 ' B sting Root SysteJn: Cla:;s A, B or C (loose SfIIvel not removed) co ered with: In ulation: Rrnax "Multi-Max", glASS fiber or perlite or any co bination.any thickness. M mbrane: "Bbnd Whill: 30" ur "A &: L White-4lY' (NBP). 3. 0 . C.15/32 Incline: 2 E~ sting Roof System: Class A, 8 or C (loose gravel I'\Ot removed) CO ered wilh: In ulatlon: Rmax "Multi-Max", gli1ss fiber or perlite or any colnbina. ti*, any thickne,s. M~mbriUlk: "A &: L White-40" or "Bond White 30" (NBP). 4. D~e. C.15/32 Inclinc:: Z Ell' sting Roof System: In.~ulated or noniru;ulated. Qass A, B and C bu Jt.up roof Cllp sh...t, 5m(lnth wated 5Urfac&d or gravel 5Urfaccd ( . vel to be maintained.) to retain ils existing classification wh.en co'{ered with: Blttier Board: l/Z in. mil\ "Permalil\! Recovery Board" Or Johns ~nvme "Retrofit Bollrd". M4I",brane: "Bond Whit\! 30" or "A &: L White-4O" (NBP), 5.Dec~: NC Incline; 1 E~sting Roof System: ClaSll A, B or C gravel swfaced insulllted built-up rooE system with one of the 10Uo,..;ng conditions: 1. Rcmov~ thr loose gravel. 2. Remove all of the gravel. 3. Remove the gravel and B.U.R retaining the insulation (glass fibcr, wood fiber. urefllane, perlite or w'ethllne composire~ any thic:kzu!ss. '~lnlion: Atlas Roofl.l\g "AC Foam II", 1/2 in. min. M~mbru1e: "A &: L Whib:-4lY' (NBP), ~ch.'nically laSIE'ned. 6. De4:: C-1S/32 lficline: 1 i lnnK FnR THF. UL MARK ON IPRODUCT SINGLE PLY MEMBRANE SYSTEMS (INCLUDES MODIFIED BITUMEN MEMBRANES) ~ roofinJ!: systems ilre composed of various types of men\brilneS (such as EPDM, pve, CSPE and. modified bitumen) whidi lUe rither ballasted, fully adJllo.'Nd ur J:I'I<<!wucally attached. UL Cassified insullltion may be uti- lized, as well as various coatings, splicing adhesives, lap llI!alants and caulk- ing materials. See individual OassiIications fOr ~.8llanQnfi of products and applica.lion rates for vuious com~ts. Unless othenvise required, gnat\- ulcs or sand may be optionally applied to any coaling. SPRAY APPUEO FOAM AND COATINC SYSTEMS These roofing systems are composed of a t04m. formed by ,he simulla- lU!OUS spraying of two liquid components to a nominal thidcncss, covered lVith a Cold applkation coati1v; system to form II pn>te<:tive covering. Surfi'lc- i!lS .mah!"alli, such as 5and ..illo. 11 roofing granull!li, may be embedded in the t'Olll1l'1g while Wlilt. See individual C1al;Sifi~tions fClr c1esignation of pJOd. uets, foam thickness and applica.lion rah!B for the coatings involved. Unless ?therwise required, granules or sand may be optionally applied to 8.I\Y mat. lng. OTHEll SYSTEMS These systems cover prodUCIS such as building units used in specific aass A, B 01' C ruoJing systems. Btlildlng units mar cOJ\$ist of comfosite insula- tion board$, metal fac:ed insulation panels or inSUlating matenal, fal:ed On top and bottom with metal or plilstic mnforr:ed glass libel skins which iI:tli! intended for direct application to raflers or purlliis. TIle stNcluralaspects of thu.r =atmal5 have nut b<<!n evaluated. Scle individual OassiliC'4tiot1s for the spedfic system c1etilils. The basic standards used to investi~llte prodUl"tS in this calegory are ANSI/UL190 ''T1!lIbl For Fire Rt$1stanc:e uf!Wof COVle~ Materials". Some of the products specified in these sySb1ms are cov...'ted In Standard UL 55A - "MateriAls For Built-Up Roof Coveringr;". ABBREVlATlONS AND TERMS USliD till CLASSIFIED RQOFlNG SYSTEMS DESCIlJBED FOR INOIY'OUAL MANUfACTURERS II . ne mbusti Ie. N . COlli ulIb e lne U ell noncombustible -=..t.JSl.lffix number indicldes the lI'illilnlJm lel.ness 0 plywood>- Maximum incline in inches to the horizolltal foot .. Incline, "x" (il'l.). Inclines sufficient to permit dr.unage .. lficline - no limllatloJL Per 100 6'1uare feet = "Per sq. Application rlltes for mineral $Wfa~inglll aDd liquid ~omponents shan be a number lftdicating eitber Jbs or gals per square. Minimum swfacings in a flood roat of hot roofing asphalt or coal tar pitch - 400 lbs gravel per squ,re '" gravel 400 lb. aushed SlOne per square · crushed stone 300 Ib, slag per 'qlW'e .. slag Apl'lic:ation rates iliffering from the above :are indicated in the indi. vidiW Clusifkations. Any other SIJlfal;i"8 materiaL. UR.d are de.4.,rihad nil lndi\llslial C1a!O!litl. cations with type and application rates specified. LOOK FOR CLASSIFICATION MARK ON PJlODUCT The C1aS$ili~ti<ln Marking of Undcrwritel'3 Labol'at"rill$ Inc. (showtI below) 011 the bundle, package Dr container is the ol'ly method providC!d by Underwriters Laboratories Inc. to identify l11ateril\ls used ill fOOUng systems whkh have bet<n produced under its Classification and Follow.Up Service. RU128 . (-2001 11: 23 FIRESTONE TNC TECHNICRL 2001 ROOFING MATERIALS II SYSTEMS DIRECTORY P.04/07 ROOF COVERING MATERIALS (TEVT) Roofing SYl5tems (TGFU)-CofltirJuea mechanically attached.. SUbseql1Ctlt laycrs hot m.op~d or 314 in. "Fesco" over poly&tyn!I1e, mtchanically attaclu.d. All iru.'Ulation joints offset nolt\ plywood deck joints, 6 in. min. Basl! Sheet: One or more layers Type G2 "rields Glass" or other UL aMSifi~ C2 product. Membrane: "Field~ M6B" (mcx1ified bitumen), adhered with "Fields Fl00 PQwJCDat", "Fields MlOO RubrCQat Fibetecl Roof Coating'., "Fields FIlO Powr Lap". 12. Deck: C-15/32 Incline: 112 Base Sheet: Two plies Type G2, Miled or hot mopped. n. pJa~. MembrUlC: One Dr more plies Oibiten "Diblten Poly/4", "Oibit.en Poly /4.5" or "Dibiten Poly 15" (modified bihlmcn). heat fused. Surfacing: "Fields F600 Flaml!Bloc ModBit Fibeted Aluminum Roof Coating" at 1-112 gal/sq. FIRESTONE BUILDING PRODUCTS CO. DIV OF R9516 BRTDGESTONElPIRESTONE INC S2S CONGRESSIONAL llLVDr CARMat. IN 46032 ReferenCES to 1fpc Gl and 1Ype G2 ply and. bllSC &beets include "Type IV" or "Type VI (GI)" and "MB B8$e S~t' (C2) in any of the following 'Cassifica- tions. "Venting Base Shl'E'I" (T}'P.tl GZ) mar. be used in lieu of any "Iype G2 base in anl app.licaole non-combusbble Classification. "~BS P!'!r 13a..~e. Sheet" can be used in any non.rombustiblc deck system whld. utilizes a Firestone sas r~ sheet. "lsoC.ard" is an aCQ!ptable alternate to "JSO 95+" in any applicable Cassilicaliol\. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1. Dc:d:: NC Incline: :3 Insuliltion; "ISO 9S+FK", "GU', "GW" or "Rhofle;lli lsO"Yanurate FK", "GL", "GW", any thickness, mechanically fastened or adhered with hot mopping a.~phall rly Sheet: Two to four layers Type 15, Gl or G2, any combination. Surfacing: Gravel. 2 Deck: NC Jndinl!: 3 Insulation; "ISO 95+Composile", "Rhoflex lsocyanurilte Composite" or "ISO 95+Wood Fi1x.>rooard Compos.itc", mechanically fastened or adhered with hot mopping asphalt, 1.5 ~ 3.5 in. thid.. Insuliltion (Optional); ferlile, 1 in. thirk. Ply Shel!l: Tl1rcc to follr layers Tfpe 15, Gl or G2, any combination. Surfacing: Cravel,. sli\g or crushed stoM. 3. Deck: NC inclinE: 3 Base Shet!: "MS 13a~ Shm ", mechani"...Uy fa.~tl!no:d or hot m"p~d. Insulation (OptIonal): Any UL Classifie<i (BPS must be cove~ with 112 in. thick min glass f1bcJ:. wood liber or perlite). any thickness, me<'hanial11y f41sbmed t;1r hQt mopped. My Sheet: Ohe or more layers ,1 MB Base Sheet" or Type Cl, any rombination. Surfacing: GraveL crushed ,tone or. crushed 81,,~ in Ii f1O(,d a)at of hot roofing asphi'llt. 4. Deck: C.15/32 Incline: 1 Insulation (Optionatl: any OL Chlll.-afied, any thickness. Ply Sheet: One or more plies of 1YPe GI, G2 or "sns BaSE! Sheet", mLochank-..,lly fllSte.l'led or hOt mopped. any combination. Ml!mbrane: . "SBS Smooth", "SBS Picmi,utI" or "SBS" (modified bitll' men). hot mopped. Surfacing: GravE!l, el'Ushed stone or crushed slag, in a flood coat of asphalt. S. Deck: NC Incline: 1-1/2 Insulation (Optional): any UL Oass.ificd. any thiclatess. Ply Shett: One or mQ~ plies Type Gl, G2 or "SBS BilS<<! Sheet", mechanicany fastened or hot mopped. any combiNltion. Melnbrane: "SIlS Smooth", "SBS Premium" or "S85" (modified bitu- men). hot mopped. Sulfac:lng: Gravel. aushed stone or crushed slag. in a flood. coat of asphalt 6. Deck NC Incline: 3 Insulation (Optionall: Firestone "ISO 95iGL". "fibctTop B", "C', "E", "S", wood fiberboard, polyillOCyAnurllte, fi~IIlSS, pcllite, any combi. nation. ill\Y thicknl.'$S, mt'Chll\'li~lly fllsb::nrXL hot mopped or allached. with ilny UL a.,ssifred cold adhesive. Bas.. Shed (OptionaU: On.e or more plil's FiJl!l;tone "MB Base Sheet", mechanio;ally fasteru..-d or hot mopped. My Sheet (Optiona!): One or more pUlIS Firestone "Ply XV Pelt" nr'Tly VI Felt", m..-dtanically fastened or hot mopp~d. 8002420504 ROOF COVERING MATERIALS (TEVY) Roofing Systems (TGFU)-Contirlued .139 S~tfacing: Gravel. crushed stot\e or crushed sl~ in iI flood CDat t;lf awha1t.. 7. D~ck: C-15/32 Incline: 3 JlI'sulation: Firestone "ISO 95+Gll', min 2 in. (Qr 1.5 in. "1S095+GL" ~ith min 1/2 in. "FibetTop C',' "Ir', "Bn or "5" or any UL Classified ~rlite mitt 1/2 in.), n'Iin 1 in. wood fiberboard (includes "Fiber'fop C:', """, "E" or "5" ) or min 1 in. perlitE,. mechanically fastened, hop mopped ot attached with any UL aa~fied cold adhsive. B~" Shee~ One or more plies Firestone "MB Uase Sh~", mechanically falst.en.ed (11. hot mopped. Ply Shl!el: Two Dr more plies Firestolw "Ply JV Felt" ot "Ply VI FE!It", njec:hanieally fastl!n~ or hot mqp~. Sjufllcing: Gravel, aus.lu:d j;tone or cruahecI. slag in a fluod coat r;>f a~pbaJ.t. COLD AffUCATION SYSTEMS Class A 1. DIlFI.:: NC Incline: 112 lrlsulation (Option&1): l'1restone "ISO 95+GL", "FiberTop C', "B" or "~", any thickness. or any UL ClassifIed poIyisocymurftte, perlite, fi~rgIass or wood fiberboard, any combinalioll, any thickness. mechani- c~lly fastened or hot mop~d. '''E Shed: One layer Firestone "Ply IV Felt", "Ply VI Felt", "MB Base sljJ.'C:t", "SBS Base ShL'Ct", "SBS Premium Base Sheet" or any UL qallSified Type Gl or G2. mechlll'licaUy fastened or adhered with F~stcme "Modi(jed Bitumen Cold Adhesive" at 1.) /2 gal/8q. ~lDbrane.: Ph~tone "SBS Gla.s.~ FR", "SBS Premium FR", acUu,red wjth Firestone "Modified Bihlmen Cold A~ve" at 1-112 gill/sq. 2. De~' C.15/32 Incline: 1/2 B sc Sheet; One layer "MB Base Sheet", "SBS Ba..o.e ShE!et'. or "SBS P 'um Base Sheet", mechanically Iastened. PI Sheet: One layer "MB Base Sheet", "ses Base Sheet" or "sas P1,mium Base Sheer', adhered with "Modified Bitumen Cold Adhesive" at,I-l/2 gal/&q. M~brane: "SBS CIa" FR", adher~d with "ModitJed Bitumen Cgld A hfll;ive" at 1-1/2 gill/Ill:]. 3. De k: NC Indmt. 1 . In lation (Optional): Any UL a..lssifiec:l, any tNrMeSS, me<'hanlc.,uy at idled, hot moppl!d or set in ''Modifu!d Bitumen Cold AcUu:si\'e" B~se Shett: Otle or mQI'll plil!5 of the fullowing: "MB BaS(! Sheet", "~onex Base Sheer', ilny combination set in "Modified Bitumen Cold A~>sive". Ply Shut (Optionall: One or mo~ plies "Rhol1ex SmQOt!I'. lIEt in "~odified llitumen Cold Adhesive". Mr..Illbrane: "Rhollex Smooth", "Rhofle;lli GranuJilr" or "Rhof)l!X FR" set in ,"M\,Qified Bihlmfm Cold Adhesive". ("RhofIe.x Smooth" and "1U\oTIex G~anuIAr" require the use of I<amilk "97 AF" or "fibratcd Aluminum ~f Coating" at 1-1/2 gal/sq). .' 4. Dr4": C-15/32. Inclinl!: 112 B~e Sheet; TWo or more I.\yers "M B BlIse Sheet" or "Rhoflex Base Sh t", mechanically attached or set il, "ModiliE!CI. Bituml!n Cold Adhe- .d e". PIt Sheet (Op!ion.all: One lay~r "Rhot!cx Smooth" set in ''Modifi('d Bi~men Cold Adhesiv,.... M'lIlbra"r. "RhoAax SmoQth", "Rhotle>: Cranular" ot "Rhoflex FR" set in r'Mod.ified Bitumen Cold Adhesive". ("Rhoflu Smooth" and "Rhof1e:.>: G~nuliU'n require the use of KllImak "<)7 A'P' or "Fibraled Aluminum R~f Coating" at 1-1/2 gal/sq). . Can B 1. Dtk: C-15/32 Incline: 1/2 B e Sh~t: One I.'yer "MB Base Sheet", "SSS [lase Sheet" or uSBS P ium l\ase SheI..1", m.ed.i1IIicall y fastened. PI Sheet (Optiol\lll): One layer "MB BiISe Sheet", adhered with " odified Bitumen Cold Adhesive" at l-l /2 gal/sq. M_brane: "SBS Glllss FR", IIdhered with "Modified Bitumen Cold Adhcsivc:" ilt 1-1/2 go.d/sq. 2. O~k: C-1S/32 Inclml!: 1/2 J."" Sh,," o.\e layer "MB Base Sbeel", "Sl\S l:\;'&I: Sh,.."t" or "~R!; J'tt-mium Base Sheet", mechanically Eastl..-ned. Ply Sheet: One layer "MB Base Sheet", "S1\S Bas<: Sheet" ;}dhe.L'\~ with "Modified Bihlmcn Cold Adhesive" lit 1-1/;Z gal/sq. M~braDe: "SBS FR", "SBS fremium FR", adherecl with "Modified BitUmen Cold Adhesive" at 1.1/2 gal/sq, LOOK FOA THE UL MARK ONI PRODUCT , -2001 11 : 23 8002420504 P.05/07 FIRESTONE TNC TECHNICAL 2001 ROOFING MATERIALS.' SYSTEMS DIRECTORY 140 ROOF COVERING MATERIALS (TEVT) Roofmg Systems (TGFU)-Ccmtinued SINGLE PLY MEMBRANE SYSTEMS Class A. - Ballasted Unlc:&\l otherwise indkatc4, the insulation ArId menlbrlll\e lire laicl.luo.c;ely. A.. an altemllte, the in~ulation may be mechanically. fasfened ta the. dec;k with screws and m~ or plastic dis<:~, h\>t TlJnfing asphalt or a cotnbirultian ef 5aE:ws/ciiscs and hot roofmg asphall. /VI. aptionalJayer af gypsum board may be placcd bctWl..'e1\ the insulalioll and thll rOQf deck on all system$. As ArI aItemate, the membrane may be adhel-ed' to the iTlllUlatiotl with "BA 2004 Bonding Adhesive" or "ll'il.lmph Bonding Adhesive" applied II) thll insulatian anCl ta thfi! membrane at 1-2/3 ~al/sq. (Exception: slyrene insula- tiClI\S). The .lap splices are $eillecl with 'SA 1065 Splicing Adhesive" ar "Tri1.\mph Splice Adhesive" applil!d at approximately 150 to 175 lin It per gal (3 in. lap coated !:lath mating s\lrfaceli) or appraximately 130 to 150 li1l it per ~al. (4 in. lap dlated both mating surfaces} The lap!; may also be sl1ak'Cl with Quicl&.am Splice Tape" (510/9/ 92A) or 'Tl'iumph 5lIam Tape". Thl! Qdges of the laps are sealfi!Cl with a 318 in. by 1!4 ill. bead of "LS 3Oz9A1 Lap Sealant" or "Triump,h Lap Selllant" (use of lag SCi\lllJlt with sJ?lice tapes is optional). Firestone' Quic:.lil'rime Plus. LVOC", ' QuickPrime" ar 'QuickPrimc Plus" may . be used with I\ny OaS$ificc:\ Fi1'eStanl' BPDM membraTle.aS$&Inbly to prepare the scam lIJ'ell to re<<ivll any QuickSt::all\ pIodlJ~i: or SA-1065 Splic. Aahesive Illld maintain the rating far th.t ~embly. As lUlalternate, ausned stone C'Ol'Iiomur.Ig to AS'fM 0-448 No.4 may be used ill lieu of river bnttllm stone aI the same coverll.ge rll"'.. Only Triumph AcCCl>SOry Ptoducts aTl! acceptable for uSC with Triumph EPDM l1\lImbranes. As an altt'mi\te, river bottom ar crushl.!d stone conforming to A~'TM D-#8 No.3 or 24 may be used ill lieu of [he No. 4 ~tonf! applied at 1000 Ibs I sq (Olin). As an altemate, river bottom at crushed stone conforming to ASTM D-448 No. J Clt 2 may be \lscd illliell of [hfi! !\lo. 4 stone applied at'f300 Ibsl sq (mill). . As an alternate, concrete pavers Wfi!ighing 1::; lb! sq (min) and spuced 1/4 ill. (max) apart may be used in lieu of (or inoombinatian with) the river battam or crushed litone. As a1l aptiOl1, the ooncw.te paveT~ may be placed an wldassified. pede~tals ("Envitospec" ) maintaining the 1/4 in. or lc.-ss spacing. Pedestals may not l!X~ 1 in. III height. As an aption. a p~tective layer of EPDM may be placed betwf!f!n the pavers (or pci1!!Stals) and roofing mem- brane. . As ;\1\ alt.emate in either ri..er bottam stone ar pavel' system.~. a proh.>ctille mat may be placed betw"" the membranQ and su.rfacing. Karnak No. 81 modlCied bilUmll" I\dh~ivlf may be used as all alternate method of attachmcJ\t for the modified bitumen mambrarws in the follawin~ ballasted aT heat fused systetns. An additianal pl.y of "Firestone Ai>r 160' , "APP 170" or "Munoply Plus" may be used in _ny APP modi~l:d bitumen s)'stem. . Ul\le~ otherwiSl< indiO'ltecL insullllian and base sheets may be m~nic:"lly attllched, hat mopped Or attiiched ",ith cold application adh....ive liS Lil.'tcd under Adhesives, Roof Construclion Materials, in any 5y~m incorporating modified bilumen. . Firestane '~MB Base Sheet", "APr 80 Glass Base" aJld "RhoFlex Base" are acceptable 5Ubstittl~ and may be uSll<l in any a~lt which utilizes Type Gl. G2,. Jahn!; Manville "Na. 28 GJasbllSe" or GAF "GAi<-g\as" ba!;e ldu..-cts. "Nail Base" iIlsuh,tian,is an acceptable alterl'Lilte to all .insulatiens in thfi! followinlI aassificatial\s. "Fire Retardant Reinforccd" EPDM membrane is an aCCt!p.table alternate ta "FR Rubbel{'.ard" and "Standard RubbcrGard" in all appliclIble Classifica. tions. "FRI Reinfarced." and "Standard Rcinfun;ed RubbcrGard" EPDM mem- branL'S aN acceptable alternates to "Standard RubbcirGard" in all applicable ClassificatiotlS. Pilt1;burgh Corning "FOAMGLAS" in.wlations are acceptable alternates to any polyis~an\lr"'e illSulatioll in any of the Cla.~;ifiClltian bduw. Fim;tone ' APP 140" lllld "APt' .1&1" are acceptable altl!matcs to Firestone " A PI' 160" or "APP 170" il\ all appli~~ble :;yslems. . "Rhoflex Granular" and "Rhoflex SI1l00lh" aloe acceptablE sub6titutcs .\lId mny be used In any aSStm\bly which utilizes AI'P 160, APP 170 OT API' 180. For I1lllo11owlng Classifications (BallaJ;tccI, Fully Adhcred and MechllniCl'lIy Fast~ned), "Fiber1bp Ii" w(l()d fiber insulation mllY be 112 in. or 1 in. thick where 1/2 in. thid:t\css is specified. (Optional) NanC(lmburtibIIl dcd: C1usifiCiltiol\S ale appliCAble for use over combustible (15/32 in. mln plywood) decks whc<:n 1/2 ill. (min) gypsum board or 1/4 in. (min) " G.p GYl,sum Dens Deck@ " are u:;ed directly ovcr the deck with aU joints staggered 6 in. (min) from plywood j<lints. FirestClne "Ply tv" or "Ply VI " are lIcceptablfi! allernate.~ in all ~'Ysb~tns where II 'ryf'l! C1 PI)' sheells indicated. "Tl'iump1i El'DM' , ''niumph ~eil,forc:ed. B\>DM" '''Triumph FR" and "Tti. , umph LS-FR" ate accllplabJe altemale~ [a Firestone "Standard RubbcIGard", FireSlol\fi'! "Standard Reinforced R\lbbel'C.ard", Firestone "Fin! Retardant Rubbf!rGard" and Firestol\e "1.s.l<R", respectively, in all applicilble Classifi- cations. I. Deck: C-15/32 Incline: 2 Insulation (Optional): Perlite, wood fiber, glass fibcJ;. polyuretllllne, pDI~isocvanurate (indudin~ any "'150..95+" insulation t t>OlV~;tVlC~ ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)-C<ltltiH.t.led ended or extruded.), phenolic, perlile/urethane composite, perlite! p91y S<X1l1tlUrale ot polyslyrltnll / ~rlite composite, ll,ny cQmbinatien... . OTE: When Polystynme is used on oombustible der.ks, a laye af 1/2 in. min Jahns Manvi)le "RI!troCit Uoard", ) /2 in. min Gyp4um BoiU'd (not UL Qassified) or 3/4. in. perlite ml.lSt be placed eithe, aboVE! Or belaw the polystyrene. rJ'OSdive Mat (Optiona!): Exa:ptiou: Noninsulated syslems. polyester or lyp~pylene pl'Qledive mat). . Me hi'll"!!: "Slandard RubbetGard" or "Fire RetarollJll RubberGard" or a y UI. Classified Firl!Stonc lnembrane ( EPDM). . Surladng: River bottom stone (3/4 ta 1-1/2 in. diam) lit 1000 lb/sq. 2. Declc~1 C-15/32 Incline: 2 In~~tion (OptiOIl..1l): Perllle, wood libeJ;. glass fibl!.t pnlyu1;ethane, pol>1socyanu1'i\te (including "1$0-95+" ). polYlity.r;>!Oe (expanded or C:I<fE'dCd)' perlite/urellw1.fi! composite, phenolic, perlite I pol cyOll\urale composite, polystyrelle/peTlite compusite, any cambi- nati any thickness. NOTE: When polystyreT1e (Qpandl.oc:\ or exltud(!d) ili u ~ on L'Olnbustible . decks It layer of 1/2 in. min Johru;; Manville PRe fit.Bolll'd",1I2 ill. m.ill GypSllln board (not UL Cla:;silied) or 314 in. p rlile must ~ pllllX.od either above or below the polys\yn!ne.. Me brane: "Standard RubbcrCard" or "Fire Retardant'RubbeTGard" (E M) or any UL a.'sSlfied Fireslalle nlembrane. .nsu atiDnl Dow dlemical "STYROFOAM GRAYBOARD RM, PO, ~M, TG, C", "STYRORIB" or "lRMAGARD". Slip h~~t (Optlon~l): "Pabl'eM", or "Rufnn Polypropylene Scrim", 2 oz r sq yeI (max). SUTf,cing: River bottom stone (3/4 to 1-112 ill. dillm) lit 1000 Ib/sq. "lnn~gard" (.Ir Dow Chemical plastic insulatian pllnelli surfaCEd with a mi;f' f 3/8 in. thick COllcrete mortar may be used in lieu of'the river . butt slone. Mortar piUlels ta be ltbutt~ together. 3. OeM . 4.. Dedc:INC Incline: 2 Insulation (Optional): Glass libeJ;. polyurethane, pe:rlite/polyurethane . oom~te Or glass fiber/polyuretlli\ne composite; 'any thickne~, loose I..id ~r mechanically' fastened with meral fastenli!l's to deck.. MnrJbrane: "Stand.,rd RubbelGard." or "Fire Retardant RubbitrCard", 4S of 60 mil. Adhered te insulation with "Royal M6504" bonding i1fJllCj;ive at 0.8 gal/sq. OVerlappillg jalnts sealed wit;h "Roy"l M6366" splicIng aclhelrive applied at 0.5 gall sq. Joint ~dges sealed with nom 1/4 . in. ~ad uf "1$3029U" ar "Rayal M6.."l89" lap se.alanl . Surf cing: River boltanl stOlle (3/4 II' 1-1/2 in. diam) at 1000 1b$lsq. 5. D!alet 6. Deck~"NC . Incline:;Z Insu ation (OptiClna)): "Nail Base", "1/2 Fiber'lop 11 or C' or "1 Fibe op C', "1/2 FiberTop 5" Or "1/2 FiberTap E", polyurethane, g\a~ fibcr,1 glasS fiber/palyurethMe comp(1SilP. or perHte/polyureth.'Ule com. POSl~t , IlnY thickncs&, mc:cha1lically fi\slened or laid loosely. Me braoe: "StClnPard RubberGard" Or "Fire Retardant RllbberGard", 45 0 60 nul. Sm cing:. River bollom stOlle, 3/4 to 1-1/2 in. diam, at 1000 lbs/sq. ,. Deck:jC-15132 Incline: 1"1/2 . Insu,ation (Option a!); Perlite, glass fiber, is(>C}'anurale, any '~ISO 95+" insul~tion,. uretluulc ar composite, any INc'kneS$.. Bas~. Sheet: GAF Base aU~eet. JohN Mlllwille "G\asbase" or MB Base Shee mfi!Chanically attached or hat mapper;!. Mt brane: "Firl!st<me APP 160", "Firestone APP 170" ar "Manoply rlu.~'t (modified bitumen), heat fused. Surf*dng: Grav~1 or slag loose laid or set in hot moting asphalt 8. Deck:INC Incline; 1 . lJ\$ulation (Optioni\l)~ "Nail .Base" Perlite, glass fiber, wood fiber, is~nurate, any "ISO 95T" insulation u"'tnlllne compp!iile, any thid- nl.'S$.! Bilse!Shc:et IOptiona!): lype Gl, G2 Or G3, Me~bran(/: "Firestone APP J.6O", "foirL'Stone Arr 170" ar "Monoply "Ius' (modified bitumen), heal fused. . S\ld,cillg: Cri\vd ar .lil&. loolle laid or 51/t in hot roofing asphalt. 9. D"ck:, <;:.111/32 lI.din",:2 InsutatiDn (Optiona)); Perlj!e, glass fiber. wuod fibc-r, isacyal'U1'ate, any "ISO! 95+" i.nsulalioll ar Bny other UL O;)ssified wulation, any rombi- nation. Base Sheet (OptlonaU: Type (;1, G2 Ol G3 or Firestone Protecti<ln M;)\ ( nl'll UL Clas$ifieu~ LOOK FOR THE Ul- MARk ON PRODUCT . (-2001 11: 24 FIRESTONE TNC TECHNICRL 2001 ROOFING MATERIALS" SYSTEMS DIRECTORY P.06/07 ROOFING SYSTEMS COMPONENTS - MATERJAl CHARACTERISTICS (TGJR) Guaniseal Flashing Cement Guard.seal Plastic Ct!ment Longlife Flashing Cemli!nt MB Flashing Cement Pem\aseal Flashing Cement Prograde Flashine: Cement Prograde Ph.~ti(: ~OC)f Cement Roof Guard Plastic Cemenl Classified in accordance with ASlM D34(1!l-'3 Guarosea1 All WeathlU' Cem~t LongJife All Weather Cemenl Prograde All Weather CemeI\t Prograde Wet ~.u Roof Gulltd All W~athtt G!:ment Classified in ac:confance with ASTM D28~t-8S #300 Aluminum Roof Coating Guardseal Aluminum Ropf Coating (.onglife Aluminum Roof Coating Mensey Aluminum Roof Paint Prograde AJumlnuD\ Root Coating PIOgt<lde Aluminum Roof Paint Roof Gl,llU'd Aluminum Roof Coaling Classified. iJl accordance with ASlM D1227-87 Mlmlley A#t Emulsion Fi~d R.;.Qf COilting Moosey Asph4\lt BmulsioJl NonIibem:! Roof and Foundatiun Coating RTP, DIV OF TAMKO ROOFING PR.ODUcrS INC R141Z1 ~14 HALL PAil( DR PO BOX 808, GRIi~N COVE SPRINGS FL . 32043 Classifled ill llccordallce With ASTM D3409~3 Advan~ed FOMluJa All-Weather Flashin2 Cement . Advlloaid FOl'n\ula Wp,l Sunllce Plaslic 1l.9Of Cement C.onc~ar.lCirs ChOice .PlasNng Cemlll\t. . Contractors. Choice 'SBS FlaShing Cement ConltJCltlrs Choice Wel Surface Mastic .Roof Cetnent Gold SBS Flashing ~astic . .. . . . Heavy Bo.dicd Flashing C~ent Rc9f Patcli se.lant lO.5 07.: TQoe VECIOR Premium sas Fll1sl1iIut Mastic . VECTOR Q-15 E1asto~rk~Iiing Cl!Qlent VEcroR Wt:t Surface Plastic Roof .cement . dasSiCled in accordance with ASTMD41-8S . . Contractors Choice. AsphaltPrime.r . Quick Dry Primer' . . VEClOR Pure Asphalt ~rimer .. . YECJOR Pun: AJ.-phalt Prim'!r . Cla.siJitd in. accorcliiIla: with ASTM .D44~-93 . .Adva.nced Fgrlnula AIl.Pu~ Asphalt 'Primer . Adv;u\!:ed Fo~mula Fibci:ctfRuof Coating . Conttactozs Choke Fibcn:d RO<>f Coating. . VECTOR Fibervd Roof Coating . . .. Clapifled in accordance wj~ ASTM DI227-87 Advana:d Formula Asphalt Emulsion COI\tractors Choice FibeI1!d R.oof Emulsion Classified in accordance with ASTM 02824-85 Advanced Formula Nonfibercd Aluminum Rnaf Coating Advana!d Formula PIl!mium Fibered Aluminum Rooe Coaling Advanced Forml!l. Premium Mobile Home AluminulII Coating Contractol'll Choice Flbered Aluminum Roof Coating Clmcnctors Choicp. Nonfibell.'d Alumil\um Roof Coating VECI'OR fibered Aluminum. 2.0# Vli(TOR Pibered Aluminum, 3.OIf vncroR Fibered Aluminwn Roof Coatinp VRCl'OR Flameshield 2000 Fillered Alwmnum Roof Coating VECTOR Nonlibered Aluminum Roof Coating Tower Premium Fillered Aluminum Ruof Coating Classified in acwrdano:t with ASTM D301"'~S Advanced Formula Cold Method Ilnd Lap CemeI\1 VECroR Cold P.toress Cemenl Contractors Choice Cgld Method Cement Contractors Chl)ice SSS Adhesive Gold MB Roof Patch CornJlOl,1nd 10.5 oz. Tube Gold S1l5 Ac\hesive VECIOR Cold I'!'OCI:'SS Adhesive VllCroR PremiWl\ SBS Adhesive VBClOR SB5 Adhesive Classified in accordance with ASTM D4586-93 AdvlIl\l-ed Formula All-Weather Flashing Cement A.dvanC\:d f'unnula Wd Sunad: l'lastic Roof l.:ement Conll'aclnl'll Choke Flllsllins Cel~eJ\1 Contractors Choice Plastic R.oof Cell\ent ContractllIli Choia! SBS FJashil\S Cement ContractOT$ ChQi~ Wet Surface Plastic Roof Cement ('.old sns Flashing Cement 8002420504 ROOFING SYSTEMS COMPONENTS. MATEAIAl CHARACTERISTICS (TGJR) 521 HellVY B,l1ied Flashing Cement Plastic Rijlol C.ement Sealant QI0 Rool pat~. Scalanll0.s oz lube Tam-Pro ibemf Aluminum Roof C01\ting ToWfll' Fi red Roof Coaling VF.CI'OR l'remlum SBS Fla$hing Mastic VECTOR Q-15 E1astomeric Flashing Cement VECTOR I Wet Sul'face PlaStic ROof Cemenl TROPl~ASPHALT fRODUcrS CORP 1904 S 3 1 AVa HALLANDALE FL 33009 Cla$1li1i in accordan~ to ASTM D4586-93 Aunow' la(1:' Plastic Roof Cement 1101 1101 Roo cnlft Premium Cradel All Weather Flashing Ci:ment Classwp. in a<<ordance It) ASTM D4479-!l3 Th>picotf: ILiquid Roof Coating 4l2In . C1assifit4 in accordance to ASTM D41-85 Ruofcratt Li'luic\ Asphall Primer #/104 C1assifie In .ccordaJlce to ASTM D34O!l-lJ3 #101 Roo t Premium Gradli!1 All Weather Flashing Cement TAPeO 2 00 Rubberized All-Weather Flashing Cement Cla~jfi in accordance to ASTM D3019-85 TAPCO 2 6 Modified Bitumen Adht'sive TAPCO 00 Rubberized .-\lI-Weathel' Flashing Cl?mcnt TItu s"al old ProCess Lap Cement #1711 Classtlie in accord.'1Jlce to ASTM D282HIS Alum..,-5r Ie Aluminum FibE:red Roof C~tu~ 41120 AlUI~A.Glpw #126 Nunfibet1!d Aluminum Plllnt R12124 w p mc SYSTEMS INC 30700 SO ON INDUSTRJAL PXY, SoLDNOH (4139 Classifi~d in lIcc:orclanc.,.with ^SlM D1227-.'17 HI< Recoa . .. Classified in accDrdance with. ASTM. D2824-85: HI<: Alum~num Shield .: HK AI~m.\nUlri Shield; Fibr<l~ . .. .. .. .. . .dassi6e:dlin accordance with ASTM'.D44'19-93 .. IiKc200 .! . . .. .. CbiBSiliecl~in. accordance with ASTM 6.~86-93. . HK ARM halt Mastic . . .. HI<Elasn .. . .: ClaSliified~.D aCf:Orcl.nce withASTM D5~ . HK TRM a.~tjc. . " . . R11643 RQOF .DECK CONSTRUCTIONS . I. .._(TGKXt ..... . Roof deck iconstrudions illustral\!d and described ill this ~ategory are . . identified b~ a con~b:uclion number and evaluated as tu the spread of file (In the \Indefside iI1ld/or resjstaJ\~'C to up-lift fOl'Ce9. . FIRE Cl.ASSIFIED . f'irc Classi!il..Q ConstTUc;:tiot\s are evaluated by cither the !iuHe-~le fi~ test, or nthe t~."t procedures hl\ving fin: exposure cnndin(lnS l1:1ared 10 the . large-scale Ii e test. d~cribf'd in the S4nd~~ for Fil'l'! Test ot Roof nf'f'1<. ~ t uc' ~ 1'hl!Se fire assilicatioN ilIC not related to Fire r4\lings under eilher the: Surfa~e Bur 'l1g CharaCh!riAtics or the Fh:e Resistance C1assiCic<ltion, The Surface fll~~ Characteristics is a CQmparative evaluation of male.iab (CCClISiOllilll WIth fadn or backing) with ",.spect to flarn.c spread and sUloke deve :pped. The ~re Fesi5bint;e ClaS(lificatioll is the lin\t' rating llf an assembly with nspect to remtance t(l tlame pAsS/lge. heat transfcr and m..'\intenancci of structural integrity. R.oof dCCk~. nlrtructions whir.h are Fit\'-ClaS(lified ronsist of assemblies of materials aA "ustraled Ilnd described in this category, classified on the bal;is oI s~fic re uirements for rn3xilnum flame spread. on the underside ol the i\SSCJl.\bly wi 'n deficit'! time limits. These l'OllSlructions differ from materi. aIs c:!ilSSlficd' with respect to Surface Burning CharftcterisLics in tlult in the latt1!r, materi.ls are 4\ssigned comparative nUlneric:al v<llues, They also differ from ll5.wmb'ies c1assilitd wilh respect to Fire Rl!siitantl!, bince tempcraluIC traNmission through roof deck constructions and sn'llclural performanal under load * not measuICd nOr are time rati~ a8Sign~. A fire inv~ligation of a roof d<<k a:mstlU<:tion plinmily determines . whether the j::'cnttib1.ltion to <'11'1 igniting fire by any (lr all of thw materials 11\ the assembly is ;\t a sut!kicnt rate to cause propaElation of flame 011 the l.Indc~id(:, If! c.xa:ss of \:he established linlilS. As indicated il\ individual OassificatiOtl5, spo:cmc lI1a.teJillls have bc<:n supplementallr fire tcsted in accordance willi tI\e requiremmts (If the indi- cated Nalionl1 Codcs and Standard.s. AuthoritiCll having juri.~dicljon. are 19 be coru..1.1lted as to which type oC roof ded" mostr\lctiOI\ is acceplab~ fOr ~pecific: locations hefme installation. 1 LOOK FOR THE UL MARK ON PRcj)DUCT , -2001 11 : 25 FIRESTONE TNC TECHNICRL 2001 ROOFING MATERIALS" SYSTEMS DIRECTORY P.07/07 ROOF DECK CONSTRUCnONS (TGKX) As an option. U MSG <<>lIf,ed..s[~, 4 it!. wide by llpplOX 22 in. long {orml!Cl to panel profilO!, may be w;t.-d. 12 MSG End lap backing plate to have eight 114 in., .20 by 9/16 in.IOl1g steel dinc:h studs, spaced 2"1/2 in. DC with 1-1/8 in. diatluteel bonded neoprC1'lc wasko. A 7/16 it\. flange nut or nylon filled lock nut to be used on each clinch stud. !i. In.~ulation - (FoaMed Rigid Boud Insulation) - Rigid type, sup- plied. in 4 ft wide sheets. Mil\ thickness 1 in., mal< thidau!Sll 4 in. BPll AMERICA JNC 81'8 CELOTEX-T~ TF600(B), TF604(B), TF610(B) or Thmnax Plus (Bladare). 6. JJearing Plab! - No. 12 MSG coated stt:cl 4 in. wide by 10 ih. ID1'lg. 7. Liner Pantl~ - Panels continuous over 2 or ll.\ore purlin spans. End laps to occur over purlins with panels overlapped a nun oJ 4 in. with lap centered over purlin web. A be.d of sealant mllY be used at panel end llnd side laps: CARLISLE ENGINEEllED METALS INC -"IR Pancl" or "U" . No. 26 M.SG miri thiclaless coaled steel for "IR Panel", No. 26 or 29 MSG min .thiCkzless coalt!Q steel for "0". . 8. Purlins- No. 16 MSG min gauge steel (55,000 PSI) spaced on 5 ft 114 in. max horizontal spacing. 9. Lateral Bracing - (Not Shown) - As teqllired. Refur to Ceneral1nformalion. Root Deck Constnlction. (Roofing Matenllls and Systems Directory) for items not evllluated. "Bearing tlte: UL Classificlltion Mtu'k Con!itruction No. 292 Uplift - Not Investigated Fin: Classifi.c:d 1. SQPports - Structural steel or other materials acceptable 10 authorities having jurisdiction. . 2.. S12el I>eck - No. 22 MSG min, ]-1/2 in. mill depth, .uriperforated, coated steeL fluted. on 6 in. centera. Welded or meChanically fasll.>nt:d to supports in a('.cordlna! with declc manufactun?nrtt.'COIIUlIenda.tions. . 3., ('!;lamed Plastic" - Min 1.2 in. tltickPolyisocyanutllte insulation. The .material is to be loosely laid, mechanically fastel\P.d or adheM with steep asphalt'At a rate of.12 tll 15 lb per 100 &'1 it to the steel dO!&. FIRESTONE BUILDING PRODUcrS CO, DlV.OF . BRIOG6STONElFmESTONE INC ~''IS095+FK'', "IS095+GL", . "JSQ'J5+GW", "RhoflC)( Isocyanurulc FIe", "RhoBex lsocyanu. rale Gl," err "Rhnflex ISOcyMUri'ltc CW" . . 4. Foamed PIOlatict'- Ridged l!J:pand~ polystytCnt! (EI'S) Classif1ecfby Underwriters Laboralt>ries Inc.. under "Foamed Plasti.:" (BRYX). LOOSt'ly laid over the Pnlyisaeyanuri\te insulation (Item 3). Max th.ick- ness 6 in. 5. Itoof Covering" - Any single ply membrane Oassified. by Und~l:W.lit- eIS LlIboratories Il\c. has "Membran~ f!;lT Roofing SYIi~ms' as clcl;cribLod il\ the Roofing Materlals '1nd Systems Directory under the category 'I'CPU. Authoritie$ having j1.trilldiclion should be consulted con~;rni"g which clasS roof covering will be ftcceplllble in each location. . Membrllne may be either loosely laid !;Iver im;ulation and c:oven.'<i with ballasl or men\branl! may be mechaniCally fill;tcncd or fully adhered over II min thickness of 1/2 in. perlite or wood tibet insulation in lIct'OMlInce with the CllISsjfj~tion ~tablished from membrane/insulalion roofing sysrems indicated undet the catcgory.TGFU. ' Refer to Genenl Information,. Roof Deck Constructions, Roofing Mi\t:.eri'al" and Systel1\S Directory, for IlI!ms not evaluated. . 'Bearing the UL Classification Mtltlr. - 8002420504 ROOF DECK CONSTAUCnQNS (TGKX) 6;59 r COD$l:ruction No. 293 Uplift - i::la"~ 15 Fin!' Not Investigated .. \~ " ""::,;~~ '. f lV.._.. ~ I , . - .~ . --. (j)/ 1. "-raJ'\\ing SysteJl\ - The ftaming syslem identified 3S "HD8900 Direct Hun, FraminK System'" useQ to support the soffit consists o{ the fol- lowi~ aa~ified Components: lA. i Main RUDDel:'S' - Nom 12 ft long. spared 48 in. OC. Supported , by hanger assemblies (Item 2) at a. spa.cing of 2 ft OC. AKMSTRONG WORLD INDUSTRIES INC -"HD 8901", "HO 8906" lB., CJvt;s l\lea. - Nom 4 it lonll. illStalled perpendicular to main . runners and spaced 24 in. DC. ARMS"I'aONG WORLD INDUSTRIES INC -"XL 8945" Ie. ChiW'll!1 Molding~- IS/16 in. by 1-112 in. dc~'p, nonI116.1/4 in. long. FiIl;tcnccf to walJ& with No. 8-18 by 1/2 m. long self. drilling. slL'CI Phillips ~ad screws i\t appropriate spacing. i ARMSTRONG WORLD INDUSTRIES INC -"7838" 10. i StiffenIng Ltg. - Fabrkated from 0.034 in. thick coated steel. ,Form.ec1 to slip Over hanger wiIc, UIU!:th to vary. i ARMST'RONG WORLD INDU~TRIES INC -"STL-12" . 2. Han~'er A5Hlllbly - l.Ix:aled at each main runne{ 1 ~s tee, intetsec- tion. sisting of a hanger ~elet or other appropriate coMedo~ hang r wile and a CllISMed 'Sli! Leg" (Item No. 10). LenF 10 vary witfi ax length to be 30 in. Diam of wire to be 0.105 in. nun.. 3. Gyps m llo.rd. - Supplied in sheets, 48 in. wide by ll.lin 8 fl1?"S IU\d~1518 in.. thick. Wallboard fa.stened 11.1 cross tee5 with Phillipil bug! headed sted screws 1 in. long spao..'<i 6 in. on center. 4. Supp rts - Any slIuctural stccl Or wood tncmbcrs s~d and spaced as rc: uired IU su pI)rl hangl!lllSSE:mbl (lb...m 2). Refer, to General fnfonnation, Rggf D~ ConsttudiOns, (Roofing Materi. als arjd Systerru; Directory) for itEms not evaluated. "Bearingl the UL C1aS$ification Mark Consfntdion No. 293A Uplift - Class 15 Fire Not Investigated 1. Fr~lng System - ~ framing system identified llS "1301 Lay-in Fr . g System" used to support the soSit, consists o{ the foUQWing Class' 'ed Components:. , IA. Main RUMu,s' - No!ni1\1I112 it long. spaced 48 in. ex: . Sup- I oried by hanger assemblies (Item 2) at a spacing of 2 ft ex:. , ARMSTRONG WORLD INDUSTRIES INC-"7301" lB. ~1Wt Tl!~. -'- Nominal 4 It long. inlltaJlL>d. perpendicular 1:0 ~ain runners and spaced 2 It OC (ML-6148). . ARMSTItONG WORLD INDUSTRIES INC--"MX834l", "X0l341" Ie. ChalUle1 Moldingt- 15/16 x 1-1/2 in. deep - nominal 116-1/4 In. long fas~ned to walls with No. 8-18 by 1/2 in. Inng self. IMllinx, Phillips ,~leel $C1'eWS ilL lIpplUpria~ 5pacing. .' . ARMSTRONG WORLD INDUSTRIES INC -"7838" 1D. liold.-Down aips - Three snapped over c:ro&S tees . llnd two over main runl\et$. FAStel\ed to blllb segment of tees and main runners with one No. Phillips head steel ~w per clip. . ARMSTRONC WORLD INDUSTRIES IN'C -''EHOC-5(Y' TOTRL P.07 .~i:;..~.:~~2.~;,~2D01;'~:':11 : 14AM',' '.r . . Firestone ISO 95+ roof insulation - 'consists of a closed.cell 'pOlyis'ocyanurate foam co~e. laminated to a black glass . reinforced mat face.... It is an environmentally responsible product that incorporates EPA~accepte,d' aHernalive blowing agents and ;1 qualifies under the Federal Procurement Regulation of Recycled Mat~rial. Firestone ISO 95+ provides outstanding thermal resistance and high f1exu...al str:ength in commercial applicatioJls. It exhibits oUtstanding insulating value and can be used With , all Firestone .Roofing System~ . . . including ballasted, fully adhered or mechanically attached single ply and modified bitumen roofing systems. ISO 95+ is also compatible with built-up rOOfing systems. A Winning Combin~tion: Firestone Design . Support & Materials [nstalling Firesto.n'e ISO insulacio.n as pan of a Compl~te Firesrone Roofing Sysrei-n provides the \ Customer with a single sourc~ of 'qualiry design, quality maeerials ~nd warranty responsjbility. Fireseom: Building Prqduc[S is the only dElmesdc manufacturer to produce .a complete line of insuIatioo. products and membrane sYStC:IIl5 including EPDM, Modified Bitumen (APP and SBS), Duilc-Up Roofing and soon. a premium - W'hite, hoc-air welded sheet, Nobody provides greater cocal syscem responsibility than Firestone Building Produces. Product Availability: Firescone ISO ;15+ roof insLllation i~ available in board. siz~s of 4';(4' No, 0464 P. 2/12 ,.. PRO~ER;rY . PHYSICAL PROPERTIES TeST METHOD ..... - roiCAL. VALUe .... , ( D~nsity Compn:ssiv.; Strength" Dimensional Scabili~ MlJl~tUre Vapor Tr:msmii'qjon W:lc~r Absorpi1oo , . -' FO:UIl CC?~C:~ .'.' I , , j .1. . . , \ . ASTM f,) 1622 AST.M D 162l ASTM. D 2126 ASTME 96 ' ~'r.M.. C 209- Nocn. Z'.pcf . 20 ps.i 2% '~~. 7' C;bys {1.:O perm,', ~' <i..o%. volu~~cl I I ;. '. (. . "f - Flame Spre;td Smoke De;el~pmeClt .. S~~icol'Te1'll?<:r...tur~ .-' ." . ~ t . j I';' . .,.;: ASTM E 84- . , , ASTM E ~'4 ! t' 25 .maximum ., ..I, . ,'.:,' '7S~14S'," '. , .. Fo, "'qlll,erntllCS ,~retJw Ih~" 20 PS~ pilone Fi,wDlle. -10QOP co +250oF ',' .. , . and 4 'x8 t ~lI1d in thicknesses I of j" ro I 4.1 n. Other sizes aod thicknesses may be special ordered. Mlnimurtl order quantitie~ may apply, Code Compliance: Firescone rso 95+ Insular~on bears a v~den' of code boclly 'compliances noted below:... I racrory Mutua.! (FM) lppn)vjed for Class 1- insulaced steel deck constrL1criol~. (Teseed co Fl\1 4450 S[andi1rd) . Foamed plastic for lU..lilt-up iroof covering cbssified by Und~rvri,ers Laboracont:s Inc. (UL) ~ tc;>> an . e"~ern,ll fire: exposure only' (per UL 790). .. Foamed plastic classi6<:d by Underwriters Laboratories, ~nc. as roof deck construction mat~rial with r.e:sista-m:e to incernal fire ~xrosure: for use in Cons~nlctiOri NQ~. 120 and 123 (re~ted to UL 125(j~ UL Design numbers: P22S, [>230, P232, P259, P263, PSOB, PSllO, 'P514, PS1.9, P701, P710, P7~3, P717,P718,P719.P720,P7t2, P723,P724. P727,P728.P129, P730,P732,P801.P814,PS'S, P81S,PB19,P823,P828. . federnl Specifications: HH+1-1972/ Gen. and HI-l-I-197212 . ASTM C-1289 . Based on current UL and FiM test data, Firestone ISO 95+ complies wi~h che following modd btJilding codes when jns~;lllt:d in accqrd:mcc: wid\ Ul and/or PM requirements; BOCA_lCBO, S13CCI, Mt:tto-Dade 92-0930.02 and Can;ldi,lrl standards. CGSB-S1.26-MS6. . Insulation. Pr.eparation _ & Application: Before insulation is ptace.d on the roof deck, the surface must be clean. dry, free of ~ebris, water, ic~ or'snow, and suitably prepared by ~emoving :ill defects char might affecc the quality of the application. _ Any l1nusl~al.deck condirions or defecLS shou~d be brought co the arcrutecc or bl,.lildingowner's. :!tt~ntion ,prior ro insrallation. The contractor should inscall only as much ins~latio'n daily as can be completely cove~ed by rhe roofing system co proeect: it from exposure to weathering and to maintain its . watertight.integrity. . . - Insulation Placement Insulation .sh~ be staggered from '. the adja.cem boa~Js. All insulation boards shall be butted rightlY, Gaps greater than 1/4" shall be filled with insulaeion and fastened in olace. General Guidelines: Firestone ISO 95+ is typically fascened to . the roof deck using FM approved fascener~ and insulation plates, or . may be atr.ach~d with hOt asphalt. When hot asphalt is the choice of the sp~cifier, cu~rem practices shall be followed including maximum board si.ze of 4'x4'. Surfaces to which the insulation is asphalt attached shall be clean and free from moistur~ and other rnae.;:rial'which, till Jul,26,2001 11:15AM THERMAL PROPERTIES NdMINAL . -', M"'J;IMUM', TlfICI(NI;5S IiI,VALUE! C.VAl,UI;! fL.UTI; SPAN in nun 1.00 25.4 6.0 1.25 31,7 7.7 1.40 .J5:6 9.2 'r50 3R.'r 10:0 1.80 45.7: ' 12.5 2,00 50,8 14,3 '2.30 58.4 . 16,7 . ~.?O. 63.5 18.6 ,,2.60' 66.0 19.0 2.70 61Ui 20.0 2.80 71.1 "20.5 3,00 76,']. ", ,22.0. 3.'5()"S8:9, "25.8 4:CX:L!01.6 ; 30.'0 In .167 2.625 .130 3,000 .109 3.375 . l "O.t, I .100. ":' 4',375", .080 ;', 4,375' , . I .mo '4:375 .060 :' 4.375. ' .PS4...' . 4.375 .053 4',37.5" ,050 4,;75 .049 4.375 .046 :- 4~375 ,039 ',4.375 , ,033, ~,500 .' ~ Nar,: ThmtltJl vr11~ts have beet! deufmln"'/ in accor. dance UIlth PlMt'l "',,dirianing procedme as aUllind //I PIMA TI1CHNICAL. Bu/ldin 101, could impair adhesion. Gravel surfaced buil[ up rootS shall be vacuumed, pO\lller broorned, spudded and'primed. The amo1..l:nr of asphah needc9 to a~sure 95% ' a4hesion of each 'board will vat.y . depending on the substrate. The ,in~egrity of asphalc attachmem can be affected by ambient conditions, sul;>strate and work prac[iCes. of the installer. Th~ decision- to asphalt at~ch insulation is soldy :it the discretion of the specificr. Firestone recomrn~nds ,that installations u!>ing \O~', .' '~:', r ~'r ":. " ,- , '~ ,1" Minimum l'ap L.ayer .-: '4')< 4' or4' x 8' BOil.rd . ;- ~ " '6 Fasteners F,eld ~;::,::: 6" :'- 1.S" Mlnlmu'" Top Layer 4' "4' Qr 4' " 6' Board 12 Fasteners-Aeld . . asphalt ;),t[2,chment be monitured in accordance wi~h ARMA/NRCA "Qualiry Control Guiqelines for the Application ofDuilt-Up Roofing'." Deck Guidelines: Steel: Insulation shall be arta~~hed [C) seed decks using FM approved " I fasteners lUld pla[es. Aiddirional layers c.,)f insulation rna~ be mechanicOll)y faStened lor hoc asphalt attached. StructuTal C01JCTI.;tc: Ins~rion shall be acrached using FM :i~pro~d fasteners and plares or hlot asph..llt. (f asphalt attachment is ~elected, a deck dryness test, as oudijned in the NRCA Roofing and W*r.prooflng M~ual, should be perf~rmed [0 determine suitability Ptior ro ' , inmllarion. Concrete s~all be prinJ~d with ASTM D ~1 primer. Lightweight Insulating cton~ete and Fills: {nstillaaon o~r lightweight concrete (neW' conslIUctiqn, recover 6r.tear-off) is not acceprab~e. Ifinsuh- tion is required in a newl or tear-off situacioll, it must be installed over jl , I vapor tetar~er as specifie~ by the designer. In a recover ~t'al.lation, chc t::Xi.sting roof shaU be ,repaired as necessa.ry to' assure that ~oistl;:lre within the exist,ing assembly cannot migrate [0 rhc neW insulation. No, 0464 P. 3/12 . . \ .' GyP.sum1 Cemerltitiaus mod Fiber, Uilod Decks: Insulation shall,be attached using FM approved fasten- ers and plates designed for [he:: spe- cific deck typ,e, Insulation may also be attached using hot asphalt over a mechanic:illy n.rr:l.dlt~d base sheet.' Roofing System Guidelines! , Ballasted' Single Ply Systems: No . .mechanical arrachment is req"~ir.t:d. {f attachment is specifit:d, contact. the -roofing systt:m manufa~mrer for specific guidelines. I Fully Adhered Single Ply Systems: Th.icknesses less 'than 'J .5";, Fasten insulation one fasrener and plare per 2 square feet. TJ:iicknesses 1.5" to 2.0": FaSten r fastener and pkm: pt:r . 2.66 square fee[.Thicknesses 2.0" and greater: Fas'ten a[ 1 fastener and plate per 4 square feet, Mechanically Atta~hed Single Ply Systems: Fas[eT1 insulation with a rnin:imum 'of five t~lSteners and plates per 4'x8' boaTd. 4'x4' boardS shall be fastened'with four fasteners and plates_per boarrl. ' Modified Bitl4men and Built-Up Roofing Systems: The NRCA rec- . ommends a' medlanically fastened base $heer or approVed cOII'Cr board when installing asphalt systems over polyiso(:y:munt~. COI'l;t.act FiR'Stone regarding specific requirements for asphalt applications. 2" Minimum Top Layer 4' x 4' or 4' l( 8' !loard 8 Fasteners Flef~' " rM~haniCallY Attae!'1ed Roofing syste~sl '" Minimum Top Layer ". Minimum Top Layer 4' ;1<,8' Board 4')( 4' 60ard 5 Fasteners Field 4 FSateners, Field 12' " ',,: .' ,\ ",' , ~ ., . . 24' I .... . '2" . . . :' '\.,':', .1/.'. 24" "-; I 24" S' '. . " ~~ '. ,- ~ 12.", 12" '. .. 24" 4' \ . . \ 2" 12" 38 8' 38- ,.' . . "., E. " I- I ~.~ : 12'1 12" 0" 6" ------- -.... -. ~. :-o....~~~~. 4' . .-"~ :,i.~pi,.11 $YS1t'"' R..qllln: ..../1 .1ppftlwd R'HIt''' fj",,,d Ad"",d OOC( U..htlllluz/ly ~ll""l~d ISO 95+. ' '. .:~:~ar"nltl, PullW1j Jl.1ay v'j,,,, Ii,,!, Clll/t C:"lfjplll'nt~. C""'IICl J-Yrr:UIJ"' T",Jm~.,,1 Se:w'UJ 0, "rJII: llJOll C(ult OJfit',al FfJ, A.....H.l(P"tt. 1U' ." . " .' . Flr.atone F;,Istenera And Plat"'5 Ju1.26.2001 11:15AM Note: Factory Mutual rt::commends additional fastening at perimeters .and ,corner.s. p~r FM Bulletin 1-28 and 1-29S. If Factory Mutual compliance is required, addicionaJ fu(e~ung may b~ nec'::SS<lr.y Vapor Retarders: A V<lp'or retarder may bl:: nl::cessary {Q the IO,?fing assembly to protect ISO 95+ . and other roofing components in , c,en.Un applic:l.tions when high interior humidiry conditions e'xist. The need, type, plact::ment. and location of a vapor retarder should be decermined by a design profession.aL Vapor retarders rnay be required: , . . Where the (lu,Side average January ttlmpe:racures ar~ bdow 40. f, or VJhere indoor, relative humidicy of 45~expec[ed. Over swimming p.oob. textile opcr- . arions, food pr.ocessing ~nd other types of Wet process rrll\nufacturing. .. Conscruction dements that may release moist\.lrc such as concrete '~nd masonry .,.,ork, plaster finishes, fuel burning h~aters, etc. Storage: Firestone ISO should be protected from the elements by sroring on pallets or rist:n at least four (4") inches above me ground or floor ap.d should be fully mrpt::d. Th~ product must be maintained and installed I in a dry c~ndition ,at all. rimes. Cautions -& limitations Firestone insulation products are n~n-suuctural, non-load b~aring ma~erials, The fipished roof' assembly should be prot~Cted from :excessive roof traffic. with proper walkway matc:rials, Hr.::sto~e's insulatiol'1 products have been desigIl~d and engint::t::n:d for use in commercial and industrial ruofing applicatjons. The manufacturer makes no claim as to their' performance or suit- . ability in residenrial' applications: Warni,ng poJyisocyari.urate foam will byrn if exposed, 'to "" flamt:: of su1$cient heat. and intensity. Firestone ~SO 95+ insulacion should not bel used in exposed or it?-adequatelyl prott:'cted applications. Polyi.mcyanuf1te insula- tion tP.Llst be installed in ~cc~rdance with the manufacmrer's recomnlcndations. Other Firestone InslfJlations In addicion (Q ISO 95+ Roof Insulation, Firestone ma4ufacrures a fi.l11line of .insulation Pfoducts including: .. Firestone ISO 95+ Taped:d R,')of Insulation .. Fire.~tone Nailbase Composite . Finestone Woodfiber 130aJd CorilposLre .. Fi~eston~ Perlite Cotrlpo4re · Firestone iSO-R. . Firestone ISO 95+ Tap.entd Composite ' Sho~ Forro Specific~tion The insulacion shall be Fitescone's ISO 95+ (inser.t specific product type) polyisocyanurate aqd shall meet FM Class 1 and UW 1256 requiremen~s. The ins1,1lapon shall have'an R-valuc: of _' a thickness of ' J and' a compressive strength of The i~sula~on shill'be p~operly stored and. protected at t~e job site ~Il accordance with g~od construc:ti'un practices. . . . The roofing substrate ,mu~t be prepared to accep~ the nelw roo~ng materials. No mor~ insulation shall be installep daily than can be covered com~letdy with roofing material: . ~ ... OJ ~ ~ ~~. I till No. 0464 p, 4/12 Plant Locations Firestone in.'i1.ilatioos are rnan~ctured in sevc:.n plants located throughout North AmeiiGa including: Denver, CO Jacksonville, FL Covingron, KY Bristol, CT Ir.ving, TX Salt Lakt: City, UT YOLlngwoa~, PA Warranty Fin:stonc: wan:J.nt~ the Product to be: tre:e of manuf.'lcturing defectS and to m~"t Firestone's ph)'loical pmpertic~"Under (hi, w1rr.lrlty, any Ptoduct that is p~ove:n to be defective: when applied in J.ccqrcl.1ncc with Fi~estone's Writtdn instructions and in appli- cations rc!commended by Firestone as'suit- able for ~his Pmd\Jct, would be n:place:d wi~h " li\<;e Ptod\Jc~ (ll1,uerial only) ::It no charge, This is the buyer's suk :md ~xc1usiJle remedy. All claims cOIll::e:rning Product defects must . be: made in wriring wldtin twelve (12\ months of shlpolem. The abs~ncF. of slIch clainlS ul wr.iting during this period will CQfl5titutc; <l waiver of all claim.s with ~C\pF.ct' to such Produce. Thi.\ 'Volrrnnry shall be IN LIEU OF ;my other waCrallry. express O~ implied, and including b~t nor liniiced to,:lnY implied W,lttamy ()f[\'1ER- CHANTABILI1Y or fialcJSS for a partir:uIOlt . purp~e. Firestone shall rlot be liable; for any' consequential or inciuenca.l ,cbmagc.~. APPROYED Su"l~a tQ tk~ CDtldillon 0' ~'o"aJ 31 0) RQQ' CQVQ1'" ---:,'11 . I . ~(:... "'a 5~O\oIn '~ me cu.rrelll edition 01 tn. FMRC Appro"al Guid~ Foamed F'lastle For Roofing Systam!il Clasll/fled By' , Underwriter's Labqratorles Inc.- As To "".External Fi~a Exposure Only See UL Directory 0' Products , Certified For Canada lill'ld UL ROOfing Mawrials and S~tems Diractory ~ 61P2 Firestone BUILDING PItODUC'fj NOBODY COVER' y~U BETTER.~ 525 Congr':lssiona./ Boulev.ard Carmel. IN 46032.5607 800'-4~8~4442 www.fi"fElsto nebpco.cQm 317 -575.7000 FAX: 317-575.7100 -- - '" ~ ~ ~ '", ti i) i:l N <II CJl E ~ ..~ ~ '. i-~(" ~.- . 1 .., ~ . .' " :1; , .I..,~'''' Jul. 26. 2001 11:16AM IU~ HLL ~UrlNG ~ 9528829900 No. 0 4 6 4 NCP. 5/ 1 2 006 TECHNICAL INFORMATION SHEET STORA.GE; 1. Firestcne ISO 96+ GL insulation boan:!!l storec:l ()fI the job sire should be slacked en woed pallets above tt1e decl( or grOI.mct SUI'fBC8, 2. Fires/CIne ISO 950. GL insulation shall b. cOv'arsd with walerproat l&rpaullns 10 prOlect from Inc:lsmBnt weather. 3. FIreStone ISO 95+ GL shlil/l bo prafec:1ed from damage while storect. Damaged Insulat;Oll "'loIst net be used. PRECAUTIONS: 1. Fl!smmable. keep away frem fire and ignition IOurC;1iI5 !turlng storage 8na Installation. 2. Do nOI install over wet, cramp, or unevGI1 substrates. 3. 00 nol smolce or expose to name sources during applh;:alio". . 4. Kellp i"s~aliort dry ar all IJmes. Approved "subjsCllo ttle conditions 0' ApprCMII u a Fb)f Insulalla., VIlhen Installs" as ~rtQea in the current edition of Ihe F~RC: Apprava/ GLlidll,' A9S16 Wi5"~S/~~~c U Fos/'l'led Plaslic For .w L ROOfing Systems Clas&ifkld By Underwrilets LM:Ioratorles Inc. As To An E:de",al F'rre E~osl.l(e Only See UL Directory 01 ProlJuas CertlRed Fe, Ganada a/'ld UL ROClriF1g Malerlal9 and "',"m OireclDry ~ (I <' 151P2 UL c . o CettlfiCala N..lmbetl: FM:J&lI31 Fro! Sll'778 FM 38432 PM ~li!a9 FM 386M PM 3&210 FM 3921 t This sh..l " 1I1..1'1t .,n\y \0 hlgnligtll Firutan,,'. DrDd\ods allCl BpeGltlca. Iionll, InrOmllll1on Is SUtlJacl 10 ctIange witPtI;M l'Cltica, Flrll$lone rakea '"POMitliHly for furnishing quBlIIy IT\ZII.lIrllll$ 1AIP1lcn ITIelIl F!(Qlone'. publishllG ptaduct speclf1ealloN. As 1'llI11ft... FireslDnll Kselt nar lIS repraSlIl'IIlt!lIl. pradil;1l arctll18cturs, Firestone ottllrs no opinion Cln, llnd .lIp"lI~ dIal:Ialms lI~t "~"1lIIIly tor lh, alI.I'ldnlSl 0' In~ !llN::tlJr. Oil Ylhich 118 pI'Odu'* tnly lie applIed. If qi/.llleN Mia U 10 \he $OUnclnelS .t . 5t1\H:l1.l11l Ol' Its .bfll~ 10 IUppaI! II pIIInMd lnetllllatlor! p{operly. !he 0wn8r Shollld obtain cpjnloF1' of compstn &h'~"" sngirl_1'& beto", ~~"dlFl5l, Fir_laM accl'lplS na fteblMry lar Iny struc:tLlnll lJl~ure or resu/ulnt almagee, IInd I'tQ FlrestoFle RepresslIl8lJve Is aulnl)l'imd lei ....ry !his eII_,",sr. Tlrestone BUIUlINa PRODUCTS COMPA", ( ISO 95+ Gl ~dhl~ Sl"dle PlY IIrld ASDl'laJlBaaOlla Syltl,". 'I'hlclilllU. 1" Of Grmlft' TJIll!IIJIess: 1.5" or Gftlln" 4' E 4' fII" II' II: I' I!IG11n1 C' . t' ar 4' II: .' 81U1lr'd <:.:;0- U. . . .. ,. " .- "1: .. "';(- .;~~ .,:~. .-!~~~ ..,.. .. .~" :,:' I -"..~. . . II" CanwlBla" T,b.II~ ;w- 112in , ill 61n 12 in 24 in 38 in 41t 8ft .. 12.7 mm . 25.c mrn .. 162.4 mm = 30(.8 """ = S09,6 mm .914.4 mm = 1.22 m = 2."" '" .....:.~ :. .,' 'rO'. .. ',: ,I ~~' UP r \. ..~.'. '." 2..1U . "". .. '.A!.A,...."'I' . ., ~'ri"'.~1 . U. liP U. II" I ......D._~""'_.,__~"""_r.-.IQIh.'"-1SCI1l5-t. FClrMy""'llllll1 ~ 1II1_........"'~....._...IId~..lrd"'IoWI........_.. 150........ """'-,.~""'II_"""-~DedI_1lO1rs8Iotl -""'ISO " _..- i Mech8n'cIUy Attached Roo,,", SvlOt_ ~tDCU: 1" or Cft.Ulr 1'1l1c\mllSF. I" lit Gna~r .. · I' ....... 4' . C' Sa.,.d . "'~'i""~;'" lZ" :~ ...~~. .. ~:",t . :';'J~" ~. I~. J" J6" .. .. .' " IJ" .' . ......... F..._ 11M 1.1IloI1I. ....... F_.... ....J...III4~ ....._ CDmpIIII/IcIL c:..~ ""'__'I1IctInlc:1II"',c.. D"'_M';'~I_I"'llIIII:IaL FI~ESTONE BUILDING PRODUCTS COMPANY S2S CangrMMOllal BI\Id., CI""II, InClLuna 48032 ' SJles: '.800-428.4442 · Technical: '.BQO..Il!S"li1' Internet "ddre1i5: hlIpJtw-.llreaIClf1Bbpco.aJm Jul,26.2001 11:16AM IUP ALL ROOFING ~ 9528829900 ?'I..stone 8IJIl.DI*I PfIOOUCT9 caMPANY ISO 95+ Ol DESCRIP'nDN; Fin!llitclne ISO 95+ CiL reat [Mutation conslets 0' a ~Q8.d-cel1 pa/visacyanurate foam core laminated to . black glue reinforced mat faCQr. ISO &5+ GL. incaJ'POrat8s EFlA-accepled allernallve blowing agents and can qLlallfy under the Federal Proc:urement Regulation 0' Recycled Malerlal. ISO 95-00 GL provides QLlISl8nd. Ing Ihennal perfetmancB an commercial raaflna aooNcallone. It is designed to be useo wtIh all F1reslons Roofing Systems inclUding ballasted. lully adhered aT mechanically attached single ply, modIfied bitumen. and bullt.up roonng systems. AYllJable i" 4' -00(1.22 m) lC 4'...()" (1.22 m) or 4'-0" (1.22 mIll 8'.0"(2.44 m) Ilnd In thiCkness r3n9iflg from 1" (25.4 mm) to 4.1" (104.1 mm). "'ET"OD OF APPUCA11O~: InsulatIon shall be neatly fllted ld all roct penetrations, projec. ~on8 el'ld nsil8f'S. No more lnsulaUon &hall be InSI.11ed than can be COV8nrd wilh membrane and cam~leted before 1/'18 end of each day's wort!: or be/ore !he onset of inclement weather. FlrtlSlon8 ISO Sfi.t. GL may b. installed: - wilhout slUIl:hment (ballasteel systems only~ - using Insulalion fasleners and ~ales . usIng hot asphalt - using a Fireslone-accepted Insulallon adhesive For mecilanic:al aftadlmel'1l requirements. refer to the raverss lide of !.hie '''-''I. Faar-ning patterns may vary for code compU- enee. Con18Cf Fireslone Teetlnlclll Senlice c.partmenl or a local aulldlng Cade Dlflclal. F~r bllluted .ylllem., the Icp 1818' of FlmtD"' IneulltlOn may nOf t>>t "1Rl'Yenlc.lly .n.r:hed. PERFORMANCE ADVANTAGE5: 1. Better R-Values ","glng fl'Qm 6 to 7.5 ".r Inch. 2. Closed cell sirueture proufdell liInhanced water and ...apot reslslence. 3. Polylsgcyanurate 15 \he only ream pIlJStlc In&Ulallon thilt C:U",BnUy m&BIB bolh FM 4450 and UL 126e tail standards. .. Soecialized fasl8ning patterns fo, FM Approvals reduce lebar Ilt'td '.erenar costl, ( No. 0 4 6 4 NCP. 6/ ! 2 [;107 6100 PROOUCT DATA. mllUll lew.. I chH (mm) 1 fO (25.4) 11:15 (31.8) 1 ~4 (35.6) 1fS (38.1) 1tS (45.7) 2~0 (50.8) 2'3 (5B.4) 2 5 (83.S) 2 S (8S.0) :! 7 (lSe.G) 3 0 (76.2) 315 (8B.9) 4jO (101.6) 41(104,1) Cond.lnsulatloft VlIIIoI88 I.I8lmum Flute At 75 OF (24 "'C) MeanTllrnp. S"an.blll~ R.V8Iue C-Value Ir\Qhea (m",) 6.0 7.7 92 10.0 12.5 14.3 16.7 18.B 19.0 20.0 22.0 25.8 30.0 30.8 D.HJ7 0,130 D.109 0.100 O.OBO 0,070 0.060 0.054 0.053 0.050 Q,046 0.039 0.033 0.032 2 5IB (66.7) 3 176.2) 4318 (\' 1.1) 4318 (111.1) 4 3/8 (11'.1) 4318(111.1) 43/8(1".1) 4318 (11'.1) 4315(111,1) 43/8 (111.1) 43181"1.1) 4 ~8 (1'1.1) 4 1/2 (114.3) 4 112 (114.J) O~"'r '''IClkYt..... av.nable upon requ... -C!:ondilioned thermal YlJues of tills prodl./a were determi"ed in a~COl'danee with the PIMA conCllltonlng prtlcedure 8S dutlined in P,MA TliIchl'1ical Buaelin 101. , P~VSlCAL PROPERTIeS: I I epLVISOCYANURA1f: I ~eets Federal Speclricalions: I l~lIulaUcn Foe", Core: I Iiulalion ~an'l racer: 0, merll;il~nlll Stability: S~rvic' Temperature: I $Qduet Density: ame Spread (ASTM e &4); C mprslsl\le SI,ength: I ASTM C 1289 HH-I-19121Gan. al'\d HH.I.197212 Class 1 PolyisoCYBnurate Pefforalea GIaiC Ilber mat Less than 2% UnBar change (length/wldr}o.) lIlIhen lasted st 158 OF C'7D lie) anc:I91% A.H. (ez"osure 01 7 days) -'00 -Fto+2SD OF (-7'3 "C to 121.12.C) Nominllll 2 pcf (32.04 kgl~) 2S Max. 20 pII (138 kPII)1'yplellJ (25 psi (172 kPe) BVB~able upon rllQUllllil) J u I. 26. 200! 11 : 1 7 AM Fabrication and In.tallatlon ea.e. EPS Insulation can be Installed quickly and easily, requiring limited labor. It can be cut to Shape with a knife or saw to assure a tight fit and eliminate heat loss channels. Its light weight allows ease In handling and storage, and in hoistIng the materIal onto the root. Availability EPS insulation Is manufactured by Iowa EPS Products of Indianola, Iowa and is readily available for prompt job site delivery. Phone 515.961.8483. Usage Notes. Flammability. . like many construction materials, EPS is combustible. It s.hould not be exposed to flame or other ignition sources. Current model building code requirements should be met for adequate protection or separation from oc- cupied areas. Solvent attack. EPS is subject to attack by petroleum.based solvents and coal tar products. Care should be taken to prevent contact between EPS, these materials and their vapors. Ultraviolet degradation. Prolonged exposure to :sunlight will cause a slight discoloration and surface dusting of No. 0464 P. 9/12 ~PS Insulation. Though the Insulating proper. ~ies will not be significantly affected unless ~xposure is 90 excessive that thickness Is lost. EPS should be Covered to prevent ~Itraviolet degradation if It Is to be stored in ~he open for extended periods. InstallaUon expolur8. . Following each day of application, all ex- posed roof Insulation' should be covered and temporarily sealed from moisture in ac- ~ordance with good roofing practices. In- ~ulatIon exposed to moisture ShOUld be replaced or thoroughly dried prior to ap- plication of roofing. i Application lemper.tures. . In roof construction requiring hot asphalt,. .emperatures should not ell\ceed 1750 F at the. . ~jme of direct application to insulation. Avoid fontact between EPS and high. temperature ,quipment, such as asphalt kettles and flame ,ealers. Vapor retarders. I Each roofing application should be studied ~o determine the need for a vapor retarder to ~ontrol internal condensation. Some, of the ~actors to be considered are geographic Ipcation, occupancy, humidity conditions, t~pe of deck and ceiling, venting, and en. '(ironmental control systems. Tyl)ical Phvsical ProDertles of EPS Insulation FSoHHI 524 Propenr Unit. ASTM T..t Denahy (pel) U 1.25 1.5 2.D Th.nn.1 Conducthrlty at:l!5F aTU/(h,.~ Cl77 or .23 0.22 0.21 0.20 K Factor at 40F (sq. 't.) ( fin.) CS18 .24 0.235 0.22 0.21 at 75F .26 0.256 0.24 0.23 Thenn.1 R..lelance at 25F per Inch ~.3S 4.54 4.76 5.00 Val "a. (R) at 40F Ihlcknes8 ;.17 4.25 4.55 4.76 at 75F .85 3.92 4.17 "'.35 I Slrenglh Pror:nla. I , Compress velD"", Delormatlon PlJl 01821 r 1~18 1&.21 2!N3 Flexural psi C203 5-30 32-38 40-50 55-75 Tensile psi 01623 &.20 17-21 18-22 23.27 Shear psi 0732 8-2.2 2~2S 26-32 U37 Shear Modulus psi fJO.J2O 3~10 ~500 8QO.640 Modulus 01 Elasticity psi 80-2.20 2500310 320-380 460-500 MoI.tu.. R....I.nee 0.6-1.5 WVT perm. In. C355 l.203.0 1.1.2.8 0.9-2.5 ADsorption (vol.) % C272 es.than 'ells than less ttl8l'l '888 tluln I 2.5 2.5 2.0 1.0 Capillarity ~on. none none non. Coefficient of ,.QD0Q35 O.OOC035 TbefIMl ~.Ion In1(ln.) (F) De96 O.OOC03S 0.D1X1D35 Mulmum Se",~. T......l'lItu.. 'F Long.'enn ~~ 167 187 187 Intermlltent 180 180 180 lJ Z Ci:: 8~ ~Ll wo... ZW <~ c.::Q.. c:l' ~~ W t: ~ ijj. ~ I'... .. ~~ O'I~ J .- r- )~>- ~ ~ ~ ~ :l : ..c ..0 O dl clJ ; LL l.l.. I ~ "0 dl ~ CIJ c.. ::I ~ fit = o .... ", 61 I- - ~ Jul. 26. 2001 11:18AM . 1, PRODUCT NAME Firestone RubberguardGII EPDM Mem~ brane 2. MANUFACTURER Firestone Building Products Company Division of BridgestonelFirestone, Inc. 525 Congressional Boulevard Carmel, IN 46032-5607 Phone: (317)575-7000 (800) 428-4442-Sales Information (BOO) 428.4511-Technical Information FAX: (317)575-7100 3. PRODUCT DESCRIPTION. Basic Uses; RubberGard EPDM Membrane is designed for use as a commercial roofing membrane. This material is suited for: · New construction roofing applica- tions · Reroofing over existing roof . Roofing over non-standard roof ge- ometries · Flashings and el(pansion joints Limitations: Avoid direct prolonged contact with hydrocarbon solvents and oil based roof cements. For answers to specific: questions on the mem- brane's use with other chemicals, con- tact Firestone at 800/428-4511 Composition: The membrane is manufactured by Firestone from EPDM using a proprietary formula. Sizes: Factory made sheets are available in standard sizes ranging from 66H x 100' (1.67m x 30.48m) to SO' x 200' (15.24m x 60.96m). The material can be .045" (l.14mm), .060" (1.52mm) or .090" (2.28mm) thick- ness.. Thickness recommendations vary "Vi[n type of installation. RubberGard is also available in .045" (1.14mm) and .060" (1.S2mm) thick reinforced EPDM membranes. Weight: .045" (1 .14mm) weighs .28 lb. per ftZ (1.36 kglmz ) . .060" (1.52mm) weighs .38 lb. per ftz (1.85 kwm2 ) . .090" (2.28mm) weighs .64 lb. per ft2 (2.72 kg/m2 ) . .045" FR (1.14mm) weighs .32 lb. per ft2 (1.56 kglm2) . .060" FR (l.52mm) weighs .43 lb. per ft2 (2.10 kglmZ) 11\. len'poIn, SPE:.C.OAYA- fa''''.1 hu b..",e- ~ prod",,~d ,,_ publloa..... ..,."'01".... bot CSI. ... '"". I!JIII. 'N'. .,.7, >J\d W1od" p-',"""IDII --.. .1 Tlw C............. 5p.,.;~...., I..til.... ...... allClr1a,VA m,.. · .045 Rein. (1.14mm) weighs .28 lb. per ft2 (1.36 kg/m2) · .060 Rein. (1 .52mm) weighs .38 lb. per ft2 (1.85 kglm2) · .045 LSFR (1.14mm) weighs .3 1 lb. per ft2 (1.50 kglrn2) · .060 LSFR (l.52mml "'feighS.40 lb. per ff (1.95 kg/m2) C%r: Black (The membrane can be color coated. Refer to specifications pro- vided by manufacturer.) Property Specific Gravity Tensile Sfrength, psi (NlPa) Breaking Strength, Ibf. (N) Test Method ASTM D 297 ASTM D 412 ASTM D 751 Elongation, % Tear Re$istancc: Ibs./in (Nlmm) Tear Strength, Ib$. (N) ASTM D 412 ^5TM D 624 ASTtvI D 751 B Ozone Resistance Factory Seam Slrength, min, KN/m (IbUin) Heat Aging, 28 days at 2'10.F A5TM D 1149 ASTM D 4137 ASTM D 573 Brittle Temperature, .F re) ASTM D 746 Water Resistance, Immersed 7 days at 158. F, "I. Tolerance On Nominal Thickness, % Waler Vap()r Permeability (Perm. Mils) A5TM 0471 ASTM D 412 ASTM E 96 . Applicable Slandart!/s: Status of code approvals varies w!ith roof con- struction used. RubberGard can be used for Underwriters' Laboratories, Inc. Class A assemblies and FM Class 1-90 assemblies. ConsultFirestone for specific construction. · A5TM D 297-93: Standard Test Methods for Rubber Pro~uc[s. · ASTM D 412.92: Standard Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermo. plastic Elastomers. · ASTM D 751-89: Standard Test Me[hods for Coated Fabrics. · ASTM D 624-91: Standard Test Method for Tear Strength of Conven~ tional Vulcanized Rubber and Thermo- plastic Elastomers. · ASTM D 1149-91: Standard Test Method for Rubber Deterioration-Sur- face Ozone Cracking in a Chamber. No. 0464 P. 11 12 SPEOC This Spec-Data sheet conforms ..... to editorial sryle prescribed by ~...-: Tne Con.stNction Speclflcalions Institute. Thll ma~u1acturer i~ ):t responsible for technical ac- curacy. 8 " Reinforced RubberCard 1.15%0.05 Not Applicable RubberGard 1.15%0.05 1305 (9) Minimum Not Applicable 90 (400) Minimum 300 Minimum 250 Minimum Not Applicable 1 SO (26.3) NOI Applicabl~ 10 (45) Minimum No Cracks Sheet Failure No Cracks 9 (51) Tensile Minimum 1205 psi (8.3 Mf'a) Elongation Minimum 200% Breaking Minimum 356 N Elongation Minimum 200"10 .49 (-45) -49 (-45) +e, .2 +8, -2 ;z:10 :1:10 2.0 2.0 · ASTM D 4137-82: Standard Prac- tice for Preserving Phytoplankton Samples (R 1993). · ASTM D 573-88: Standard Test Method for Rubber De~erioration in an Air Oven. · ASTM D 746-79: Standard Test Method for Brittleness Temperature of Plastics and Elastomers. · ASTM D 471-79: Standard Test Method for Rubber Property -Effect of Liquids (R 1991). · ASTM E 96.94: Standard Tes[ Meth- ods for Water Vapor Transmission of Materials. 4. TECHNICAL DATA (Metric 51 Unil.S) See table. 5. INSTALLATION Firestone RubberGard Membrane may be installed as a ballasted system, 07500 ':' .. f9 ~ ... o :I f9 r. Vi v- i::; C ] it ~ c:::: ~ t: Ol e- rr ." ~ C"'~~ 2 2 C ~ ~ I::. '<<~ ~-i~ <,Dl.l:Ir ~ ~ ~ '.t ~s: :l l'T'l ~~ " Q;;I .lo;;tl -> -< Z !:dm 0;;;;1 s::0 o :!! Z Ll Jul. 26. 2001te(1) J~AMlechanically anchored 'system. Detailed installa- tion instructions and specifications are included in the Firestone RubberGard Technical Manual. This manual in- cludes approved installation instruc- tions. Firestone also provides classroom and application training at its training center in Beech Grove, Indiana. Firestone RubberGard projects must be successfully !n- spected by a Firestone representatIve to be eligible for a Firestone Red Shield Warranty. Substrare Preparation - The Fire- stone RubberGard EPDM Membrane is to be applied over clean, dry, smooth surfaces that are free of sharp edges, oils or greases or any other for. eign material that could damage the membrane. The Sheet Layout- The sheet is un- rolled and positioned without stretch- ing. It then is allowed to relax for 1/2 hour prior to making any splices or bOlluing. . . Bonding Adhesive Application (Where Applicable)-Rubb~rGard Bonding AdheSive as su/?plled by Firestone is applied to prOVide a con- tinuous film over both the membrane and the substrate. Adhesive is to be a~plied by spraying and/or using a roller. The adhesive is allowed to dry un- til it is tacky, but it should not stick to a clean, dry finger. The membrane is then smoothed into place by gracefully rolling it down and then brooming to assure proper contact between the sheet and the substrate. Subsequent sheets are installed in the same manner. The area to be lap spliced is left clean from bonding adhesive and is spliced using the Fi~es!one QuickSeam Tape System or F,restone Splice adhesive. Flashing and Termination$-- Flash- ings are made using Firestone Form Flash, QuickSeam Flashing or pre. molded accessories. Terminations are made using Firestone approved pro'd- ucts. Protection - The Firestone Rubber- Gard Membrane is a durable roofing product, but care should be taken to limit roof traffic. Use of plastic roof cement is not allowed; any repairs should be made in accordance with Firestone specifications. NOTE: This SPEC-DATA sheet is for information only and is not to be used for actual installation. 6. AVAILABILITY AND COST AViJilability: Material is available directly from Firestolle to approved roofing contractors, Firestone has a Ilationwide net\oVork of sales represen- tatives to provide service on a local level. ~or the name of a local sales representative call (800~ 428-4442. Cost: There are many factors that , determine installed cost. Just a few of these are: · Size of installation · Number of roof top units [0 be flashed . Type of roof edge termination Type of system to be used . Type and amount of insulation 7. WARRANTY For a period of 5, 10, or 15 years, commencing from the date of completion by the contractor, F.ire- stone Building Products Company, DiVision of BridgestQn~/ Firestone, Ine., guarantees to the bUlilding owner that subject to conditiQns listed on our~arranty, Firestone will repair any leaks caused by Firestone supplied materials or the workr:;':;:l.~hip used to install them. Each \>Varr..nty has spe- cific membrane and accessory re- quirements. For further warranty information and details, contact Firestone. 8. MAINTENANCE In order to prolong the service fife of your roof, Firestone rli!comme~ds the following for the carE!! and main- tenance of a Firestone ~oofing Sys- tem: · Inspect the roof at least twice yearly ( in the Spring and Fall), and after any severe storms. Record rTiaintenance procedures as they occur, Log all ac- cess times and parties W'orking on the roof. . Proper maintenance and good roofing practice requires that ponded water (defined as standing water on tne roof forty-eight (48 hQurs after it stops raining) must not be allowed on fhe roof. Roofs must have slope to drain and aJI drain areas must remain clean. Bag and remove all ~ebris from the roof since debris on tne roof sur- face will be quicklr swepUnto drains by rains. This \>ViI allow for proper water run-off and avoid orverloading the roof with ponded \>Vat~r. . The Firestone RubberGiard EPDM Roofing System is design~d to be a waterproofing membrane., If there is to be roof traffic for any reason, con- tact your Firestone Licensed Applica- tor before proceeding for the 'lstallation of approved protective walk\>Vays. . All COlJnterflashing, metal work, drains, skylights, equipment curb and supporrs, . and an~ othe~ rooftop ~c- cessories Installed In conjunction WIth the Firestone Roofing System must be No. 0464 ~ P. 12/12 properly maintained at all times. In addition, roof coatings and sealants (specifically Firestone PC-100 AcryliTop Coating, 5-10 Pourable Sealer, and General Purpose Sealant) ( are not covered under this warranty and must be maintained per Firestone Technical Specifications. · If any additional equip~ent is to be installed on your roof (e.g. HVAC units, TV antennas, etc.), contact Firestone, in writillB- for approval be- fore proceeding. · Should there be an addition to the building, requiring tie-in to the exist- ing Firestone RubberGard Roofing System, contact Firestone before pro- ceeding to ensure the tie-in is in ac- cordance with Firestone specifications. · Should you have a leak: -Check for the obvious: clogged roof drains, loose counterflashings, broken skylights, open grills or vents, broken water pipes. -Note conditions resulting in leak- age, Heavy or light rain, Wind direc- tion, temperature and time of day that the leak occurs are all important clues to tracing roof leaks. Note whether the leak stops shortly after each rain or continues to drip until the roof is dry. If you are prepared with the facts, the diagnOSis and repair of the leak can proceed more rapidly. -Contact Firestone Warranty Claims at (800) 428-4511 immed- iately..__but please do not call until you are reasonably sure that the Firestone Roofing Sys[em is the cause , of the leak. Firestone feels that the preceding requirements will assist you, the building owner, in maintaining a wa- tertight roof for many years. Remem- ber, your roof is an investment, To maximize your return on this invest- ment, maintenance is not only essen- tial, but required. 9. TECHNICAL SERVICES Firestone maintains a toll-free tech- nical hotline (800) 428-4511 to an- swer technical questions. Technical personnel are available in-house to anSWer questions or re- view details by mail or fax. Technical bulle~ins, specifications, brochures and a comprehensive tech- nical manual are available upon re- quest. 10. FILING SYSTEMS · CSI's $PEC-SEARCHTM · IHS' SPEC-DATAlIl II Conun~c~lF~tRoofing Architectural Sheet Metal TO: CITY OF PRIOll LAKE ATTN: BOB HUTCHINS FAX NUMBER: 952f.447-4245 REGARDING: ST. MICHAEL'S ED. CENTER FROM: BILL JETTON DATE: 8/1/01 PAGES: 2 COMMENTS: CER TIFICA nON FOR THE EXPANDED POL YSlYRENE AS REQUESTED. ~~~ BILr; TION P.M. 291 Ew SL - Sf. Pau.l;MN 55101- Phono 6S1/291-7663 - Fax 6511291-9136 Equal OpporNnity Emplo~ 10~ 0~0 . ON ~VGv~vva~6 ~ 9NI~OO~ II~ dOl ~v:ll 10/10/80 RUG 01 2001 11:33R" fIl ;:r -6' d, ~ C:0~ 0m'ON "1iI P. ~ -~ e:= " 'Q i~- :i!! ~p ~ S' f :r: z-, . HP LFlSERJET :;1200 Il'~ S1~ Ii <Pi .... i i. ~I ~ !F 1>. . ~ '" i . ~ ia . ;; r; . ::' ;, a t; e' i. e g 'a =& 2' ~ it ;'e. r ~ e I'. ',. s. . IIIl $" . ~ f. "1:1 t. - ' . II' . . .' ". i I' ..' . f' '.' !li IF' f . .'. "",;i mi;"~':' ii: ~i~\, ;;.' .' <:1' "~"",': j":i:: ;,'?':r;~." :", ll' .>. '. ~5~1~:~;,:' t....l '. g ..;~... ,;t:.. D.", ...., .,Ii; . '.,. ,....".~..". ""....,... ".. 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CENTER FROM: BILL JETTON DATE: 7/25/01 PAGES: 3 COMMENTS: BOB, TAD WITH peL ASI(.ED THAT I SEND TIllS INFORMATION ON THE EXPANDED POLYSTYRENE TO you. JERRY BEST WITH IOWA EXPANDED ~OL YSTYRENE SENT lHIS TO SHOW THAT THEY ARE UL CLASSIFIED. THEY ARE LISTED UNDER BRYX AND TGFU. I HOPE TIllS HELPS. cc ~ 71J. (.II~/c.'" 291 Eva St. - St Paul, MN 55107 - Phone 65 1/29J-1663 - Fax 6S 1/291.9136 Equal Opportunity Employer e 3 I Do E: 2 '... -~~ ....."'= -. -r ~~ c' .:.: ;:I.' ... ~ C" :; ~~ ,. i"i'i Q ~.. 2 " ;Ill C c;: c r. -t _ .;n ...... 7... T, :1'" C;.. ~. lO' ~.~ -;0; i ~ I - ~ .. " ~t ~ ,. :i.: 1 14:17 TOP ALL ROOFING ~ 9524474245 2001 0:27AM HP LASERJET 3200 Z itIJ l~ Iii .. '" ~- " ~ s . =.~ !l ~ 3 Z ~"" .- J:5 C'~ r- ! '" i~ .0 IlIl Q . Z :... ! ~ "'iii ! Cl ~ = :.. 0 ~i _n , . j "" " :It i~ ~. f 'i' Z ~ I'" = ;..~ ~ !' ;:- 1t -..- C !~t ,. ; ~l!. I: i' L 3 .,. ,....;Ill ~~ 'I'J f 0 :~D.g ~ii n ~ ~r c= ( r:![ _ l: r,,- 2: ,. ~ 11 C') .... II ,.. at ~.. 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Alat .j!NI ! tft i i1~.. l.~ ~f. ~~[; In ~ g ~~ I !: i !~!~i !~~~ll : ;'(i,J Iji al. iiji! ~ i Ii 11 i;i 1-: Ii! 5 ~ : l~ I" li:llt i :'~fl J~rft; IJ ~fli. Ii; I: 11[~i ~ i ~i ~~. it ~~. ~~: ~ ~ '=:\- nst n l::: "COli' '" '''',1Ili! Ii 1"':11 :::t.. Ii 1":I-S "':II...it.' ,,~..,.. , '" g ;1:1 it r! I .!. ( .. ~.lS:i :e:.f.mp p;! ~ .. 2., "II; 1-,' ;) I" J Ll~' ~,!~; :'i ~~ t~~ : :. i: ..' ~ -i'A l=i S '!' 1-' "-1111114:11 It'''fI'' .r.!-1 ~ ia i4<C1 Ii;..sf/! ", 15" ';;t~ 0 .... > i.. ~ii 3' ~ ! ~: J. 5. J?t >>Ii 5' '!' r iF.' !.... .'; .~: i,i ~ ~l~ i ":$ ~l z :II 1',2 ...;~.. "'::l l. IF 9 ' ... S .., Ii ::::... .,;... ". .... -0_' ... ~...!>> " ; i ~ fii ~ !I j i.,,11 ;~ f .J f ~ 11 t .; ~ r ~ ~ H fl ~ ~~ ~ ;ii ~ ~ >>; ~ ! E fl'.1 ff :JI "f ~ii'J ;( i ; ~ pi p. p~l. ~J( · ~ I,"i !-t i ~ Id.i i'l · ~ P "1i" " -; 5 Ui n HI~ i Ii Ui h~ f ' ~ ~ i:! : i In: i! I t,i, ~o J-~''''..l' ..ltl' :II .; ~ ., _ .., _ .::I,tD - a' I. f G. D. f" ~, c:} '!' ~ .. 'J. t I;.w f ? ~ e:"d OOC!E !3[,,~3SI::n dH W~L~:8 t002 oc: I , :n ,.., .:, 2! Z .:'1 VI ~' <JJ .-/ ,.., :s:: l/l :~ (;'1 ~ S I r'" ~. ;z- i~ Ii <::, . ..-.II ~ o o ::!l ~ m In -< ~ ;;1 ~ (.I) .~ ~ ." C T 0:"'. \:l I 07/31/01 14:28 TOP RLL ROOFING ~ 9524474245 NO. 020 [;101 Commercial Flat Roofmg Architectural Sheet Metal \ TO: CITY OF PRIOR LAKE ATTN: BOB HUTCIlNS FAX NUMBER: 952",447-4245 REGARDING: ST. MICHAEL'S ED. CENTER FROM: BILL JETTON DATE: 7/25/01 PAGES: t If COMMENTS: BOB, WHEN I TALK TO JERRY BEST HE STATED THAT CONSTRUCTION NO. 292 ITEM #4 STAtES THAT EXPANDED POLYSTYRENE MUST BE CLASSIFIED UNDER FOAMED PLASTICS (BRYX). WHICH IT IS AND I'M SENDING A COpy FROM THE 2001 UL ROOFING MATERIALS & SYSTEMS DIRECTORY SHOWING THAT IT IS. JERRY ALSO SENT ME TI-IIS LEITER WHICH I AM FOR W ARDlNG TO YOU WHICH SHOULD EXPLAIN WHY TIIE EXPANDED POLYSTYRENE IS NOT STAMPED. I HOPE THIS WILL RESOLVE TIllS ISSUE. TIIANK YOU FOR YOUR PATIENTS IN THIS MA TIER. r7f TIONP.M. 291 Eva Sl- St. Paul, MN 5S107 - Phm. 6511291.7663. Fax 651/291-9136 Eqtlat Opportunity Employer 07/31/01 14:28 TOP RLL ROOFING ~ 9524474245 I I 31 2001 12: 36PM HP LFlSER.JET 3200 c lawa. EPS PrDducts, Ine, 5654 N.E. 1 sth Stre.t Dss MoInes, Iowa 50313 5151282-0882 luJy 31~ 2001 . Mr. Bill Jetton Top AU R.oofing 291 Ew St. St. Paul, MN 5:; 107 Dear Bill. NO. 020 [;102 p. 1 Please be advised. Iowa BPS Produc::t1J mai..tains listiD88 under. Iowa EPS Product5.lnc.~ Huntsman Chemical, BASF, and "$tyrostop". l'hese Uags are located under; Underwriten Laboruory [U.L.},'Pactory 'Mutual (FMJ. IIld the ~onaJ Co~ of BlDG. Officials (leBO]. u.I... aod. F.M. arc-lhe' J.- party tesling oOJciaIs. Tbetestifl8 is do8e quarterly and yearly. The testing is for ~nfonDance to tlie AD1ef1Q8ft Society olteBtms methods (ASTM] C-578. towa EPS productlll1&lDlficturel oW' insuJ'i,liOn in eompUiUIce to the a fore mentioned ASTM standard. The application of a ~ BUIDIp Cln DOly be applied with prior notification or. sp"it1c .sserabl)t umf. U.L. or F.lof.' ~ts. Ont;e notified, specific recorda must be ~eratcd. ItOreel and maiDtainccl. Altbouab- the. stamp .may DOl. bepre&8DlOft LS~~jotJ, al1rrultlll!ri'Dl~ are ~ to ASTM ~peciiieatien.and randomly teeted by 3t'" patty c' . [f )'OU have any questions ptease feci he ~o caD'me 1 ~'OO.3I3._483. f1"/?~-- Jerry Bell !t~ t'"\~ , ,/ "l,"'" 01() ~ 07/31/01 14:28 TOP ALL ROOFING ~ 9524474245 2001 ROOFING MA TERIALI .. SYSTEMS DIRECTORV ROOF DECK CONS~UCTlONS (TGU) As an option. 12 MSC t:'IlUN slee!. " in. wide by IIpproll 22 in. lal\g formild tD p;ane1 pRlfile, may lie used. 12 MSG md lap Decking platll to have eid1t 114 in.. .20 by 9/16 in. long sleel dioch stud.. llplla:d '1.-112 if'. OC witll 1-118 in. dlam I~l bonded neoprene WlsheB. A 7/16 in, lUmp nut or "yllll\. 61lf!d ladI: nIlt 10 be UBed on each clinch stud. S. Jtwll1ation - (FNmed Rip. Boucl IlUIul.tiDlt) - Rigid type, BqP" plied 1ft 4 ft wide sheets, Min thia.ness 1 io.. maa thickness" II\. BPI AMElUCA INC BPI CIi1.OTEX -~ TF600(B), TP604(ll), TF610(B) QJ" Thu.aw: Plus (Blackoft). 6. Barial PI.te - No. 12 MSC coatad steel 4 in. ...ute by 10 in, Jcmg, 7. LiDer PaIlel" - Panels canlinu0\I8 ove( 2 OJ' mop pudin &pill'" End laps to ac:C\U' over purlins with ,",MIll overlapped II min of 4 in. wJth lap <<ntl!tl:d over purliJ\ web. A bead of .alanl m.y be used lit p~l eM and sich laps, CARLISLE ENGINEERED METALS INC -"m. Panel" Or "U" . No. 26 MSG INn thickness coated steel for"m Paolll", No. 26 DI' 29 MSG miI\ thickN!ss. coall!d steel for "u" . B. I'IItlial - No. 16 MSC INn sauge 8ml (55,000 PSJ) 'PB~d OZI 5 fll/4 in. max horizontal sF~cing. 9. Latenl BrliMS- (Not ShPWrl) - As d!quired. Refer to General InfonnatiOl1,. RCIOf Peel< COlUlnidiol'l, (Itl)Ofing M4terlalll UId Sysll!1I\S DirlK:tory) for ilem& l'Io111valualed.. "'Bearil\s thll! UL au&incatiDJ\ Mark COl'l.stnlction No. 292 Uplift - Not Invetltiglted Pill! Classified ~ .~. 1. S1qJ~- Structural sl\!e1 or other mal1lrials alX8ptllbla to RUthOritilltl ha\linS ju.risd.ictian, . 2. Steel Deck - No. 2.2 MSC min, 1.1/2 in. min depth, .~l\perralall!d., c:DIted steel, Outed on Ii in. cenh!rs, Weld~ or meChanically hsstened to svpp0Tt5 in accordan(9 with dcd: mllClWacturert ftlCOlNI\endations. 3. 'DUlllnt Plutic'" - Min 1.2 iI\. thick pol~anunte irllNlation. The materiil is to be loosely laid, medwllcally fastened or adhclad with deep ab-pha1t at a rate o( 12 to 15 Ib per 100 sq it to the itlee! deck. PlR1!8TON1! BUILDINC rRobUcrS CO, DIV OF BIUDGBSTONBlfIRB5TONE INC-"lS095+PJ:", "JS09S+GL", "IS095~W", "Rhofleli JaotyulIl1'ale F~", "RhoEllllllsocyRtou- rate GV' or "Rhoflea 1t;lK.'Yilnuriltt! CW" . . 4. Foamed Plutic. - JUdged l!lq'iloded p'ol)'styzene (lll'S) C1assitledby Underwriters Laboralaries Inc. under · Foamed PllI8tic" (BRYX). Loosely lilid over the Polyisocyanu.rate inIuIatilJl\ (lh:m 3), Mall thick- ness Ii in. 5. Roof COYlrlntf - Any sinSl. plylTl/ilmbrane ClusHied ~. Uudl!1Wril- ers laboratories loc. has "Membrane for Rool1ng Systems' AI clelCribed irI the Roofing Materials and Syetel1\8 DiJ'flClory undllr the category TGFU. Authoriries haYing jurl5dtctiOll should be consulted eoftl'l!rnlng whim cWs roaf covering will b11l1ocvptabla i1\ aach lacatiol\. Membrlll\f mllY be either IDDse\} laid ovC!r irll,'ulllDOI\ and coveted with ballllSl or membrane milY be mechanically wte.ned or fully adhered over Ii min thidcneu of 112 in. perUtl!! or wood Rber insulation in .ccordance with th. CbIb'Sifi"ti"'n ~tab\lshed lrom membrane/lNulallon l1IOlhIg systems indieBII!d under the category TGPU. R.:fer ta GenetIl1 Inlormatian. Roof Deck Ccm8lNctiooll, illoftng Ma~ria1i and Systems Direclory. for [tems nor lIViduilted. "BQuing the UL Oassificalion Mark NO. 020 (;103 ROOf DECK CONSlRUC11ONS (TGICX) 838 COl\struction No. 293 UpllEt - CI... 15 fire Not Investigated (iJ/ 1. Framilll Sy.tem- The lr4Jning system identified as "HP8900 Direct Hung framing System" used to support the soffit conmu. of the foJ- 10wl1'lg C1a88ified Componentll: lA. Malll aWlllen" - Nom 12 (t 101ls. spaal!d 4& in. oc. Supported by hanser IIssemblies (Item 2) lilt a 5J'Bcin~ of 2 It oc. AItMSTRONC WORlD INDUSTRIES INC-"HD 8901", "HD 11906" lB. CfD&. ~iY. - NoltI 4 ft long, Installed perpendicular to main rUNlel5 and spaCl!\1 24 11,. OC, ARMSTRONG WORLD INDUSTRIES INC -"n 8945. 1C. Channel MolcllnS"- 15116 in. by BiZ irI. d~, nDm 116-114 In. long. P;wcn@dto walls with No. 8.18 by 112 11\. long self- drilling, tlteel Phillips head l;Cft;!WIi at appropriate spacing. ARMSTRONG WORLD INOUSTJ.JIlS lNC -"7838" 10. SUftealnl Leg" - Pabrtcated (zorn 0.034 in. thi,k coated ib!I!l. Formed to sUp over hanger wire. l..eftRth to Vlll)'. ARMSTRONG WORLD IN1)U~TIU1lS INC -"sn,-12" 2. Hangel AHembly - Loated It elch n\Ain rlUU\er ICI'OllIl tee, intel'MC- Uon, COl'ISlsUng Df a hanKer e:,clet or otMJ approprillle COMec!Or, hanger wiN rWI . OllllllHiecl Still Leg" (lblm No. 10). L~~ to vary witn mu: length to be 30 iI\. Diam of wile ta be O.1l1S in. mUl. 3.. GYl"\IDI 'Pard" - Supplied In sheets, 4Il In. wide by min 8 ft long ."d min 51' in. tI1;,~ Wallboard fa&ter>ed to O'OSS tecls with PIillIIps bugls Ml\ded .tve1llClVwa 1 in. long llpae8d 6 in. on t'W\tet. 4, Supports - My strucNral steel or wood members sized and ~pat'eCl as requileti to support hanger assembly (lrem 2). Reier to Genuallrilotmatlan, RooE Deck CONtruc:nON, (Roofing Maten- il~ ""d Sy..tema Diredc;ny) hlr items 1\01 evaluated. .Beario~ thl! UL CllItlsification Marl. Construction No. 293A Uplift - CQS 1S Fin! NDt InvclltJptcd ? @( I. FramlJlg System - TI\e framing sysrem identified lIS "7301 Laty-in Framing S)'&tem" used to support the soffit cansista of the following Classified Components: . lA, Naill RlII"'''''. - NrJlninal12 ft long. spaCl!d. 4B in. DC . Sup- port$d by h""Blllf ....Qlblle. (ltml 2) at Ii ,pacing of 2 ft oc. AltMSTBONG WORLD INDUST1U1!S INt: -"7301" lB, Croee Tees. - NClminlll4 ft long, il1lltalled pIlrpendlc:ular to main ruMl!n and spal:ed 2 It OC (ML-6148). ARMSTRONG WORLD INDUSTRIE8 INC -"MXS341 ", "XU34t" Ie. Chlanel Moldins. - 15116" 1.1/2 in. deep - nomin1ll116-l14 11\. long (astened to walls with No. tH8 by 1/ 2 in. long llell- c1rIlUng,. rhil1ips steel saews at appropriate spacing. . ARMSTIlONG WORtO INDUSTRIES" INC -"7&."\8" 10. Hold-Dowit Clips - Three llN~d over cross tel:fi . Md twa over nlai1\ rt4l'1t1ml. 'listened to bulb 5A!gllll!l\l of tees arut mall, tl1lW!fS with ~ No. Phillips hl!ad $~1 screw p!r clip. _ _ ARMSTRONG WORLD JNDUSTRI'IiS mc -''llHDC-SO'' LOOK FDA TME UL MARK ON PRODUCT -. ~ - T .",,:2' ~ or! ~ ~ !I ,.. l! ~ll:> ;a ..... ~ ,,;: ~(; ~...n .It . .. -5 ~ ...- .... ..,.. .. CI Ii I.".. r~ !-ii1 t& I .. I~ ii' ~ !.= r~ Joe: ,2 - '" ~< h :> ". t t: II _ Ie: Ii' .. I';a I: :-;1 !: ;.. Ie .,.. .',2 t: ' f, ~:. ~ . n .a,% ... .J> c; u: ,", n i: ::.;: )'0 ~ ~.;.11 :z . ~~!: ,. I lor. c ,.". :L-- ,..,. ~: =..":: ;t, c;- C' c:. C. I I : ,.:,; I~t: . .~. . 'r.C =~ r ..~ 2 ~ .... ' . n i! >> ;r ;r: A 3: ... >> C . ,.,. i i :I ;:~ < c .~. -i: i :; r \ ,.~a ! = ') ,,- Q, ;;: (2 ! = ;> I tIl i : ~;; ~ .t:l ,... ; . , . '.. .' i ~.~ ! .,~ i"i I" r'S ~ .~; ." '" i " 14:28 TOP RLL ROOFING ~ 9524474245 2001 B:20A'" ...z I .. J c: :.~ ...- .. 3 ;;"" i Z s-!'1 :." o :> i 5! 2.", (:! .. F .. r;; Ie>> i- J= ... o GO ~ C c: a -4 ,. $ -c ... :II ... 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II..." t i ., : ~ C.~'! &'I J'"... i 2' !:...... z ~',,, '! 8 .. .C l: n ~; ~'l!: t ,. rJ ~ ~D ;~~:3 i 1ft f; if~ = I ~ - ~ i.1 i ~ = .. ,,-!:) . .. ~ :: i-. r." 1. I Go - a:- ~;; I ~ ~ I = ~;'..""- :. .... ..." ~ . 15 ... ..... I' · - S ~: t; ~ : i i l i ~ CII C- OlI . i I! ;;. ;a ,g r~ t.... iz !'" Ii I " ~ J~ S; ~ en o - "'" .. :II ... ... ... " j NO. 020 l ~ 1;3' i i i ! a h!: (I: lll:l!l i! i ~ !'I fa. ~ ... 2 !fil- ! ~ :1' !ra :..f~ Ie II i:. Ii ail " !II - ~ ~'" ~.r;z ...0 & f S ~'!! i ~ 1 ~ .,.. 11~.... .. - 1 n i-; ~~i ~ I e ~. ; · iil ~ i ~ 'ii sit:: ;.! i::.. ~ 8 : i i I f i : J ~ i i ( t:I I .. rr :i i =: ~ ..~, I "t ....~ ~ B . "sz ! ei! 118 l 01 a: z !;' -4 ~.c ~!S ~ t i!l i' t- f ~ f ! f =~ I ~ d' i ! i ~ il;l lfi;;;I j i inl.~ .. ~!~ f~ii' i 6 i Ei i~1i I i .!~ ~ ~ :I~ : e 1....~ ;a ,... i_::ii' ,. Ii ! :II . w r.: ~ =- i . . :III - N I 5'1 ft ~ Ii ~ i l' J u l. 26, 200 1 11 : 16 AM c Iowa EPS Products, Inc. IOWA EPS PRODUCTS, INC. 400 EAST IOWA · INDIANOLA, IOWA 50125 TELEPHONE (515) 961-8483 p(;5 t1lol?"F . A"if OP"wIIASLe.- - - 0 ~ ~.!!r..r.~ _ - It --J c::. 57'/tfJILI"Z.,ATlON' 6, ",./6",'C.t'T'ltUI No. 0464 p, 7/12 " energy c.onserving insulation for general roofing applications -,;- I I I I I r ..1. _ ) t1.:: rI: , I Ju I. 26. 2001 11: 16AM [] Iowa E PS Products, Inc. ROOF INSULATION GENE".l NOTES EPS Iflsulation board Is one of lhe most cost-effieient rigid insulalion materials available for flat roof eon- stl'\lction. It i$ readily available from manufacturers lhroughout the country in various forms 10 suit specific roof constructIons, T'rpes available include: . Flat boards (generally 4' .. 4' or 4' II 8') In thicknesses from 1" tnrough 8" . . Tapered boards to provide any required drainaoe falls . Composite panels laced on one or both sl,Jrfaces with roofing, felt. fiberboard or perlile. EPS boards can be used on new roof cOl'1structlons proYldlng optimum insulation at an economic: price and lor re-roofing projects to upgrade insulation and correct drainage falls where reQulreCI. Deck Types. EPS rigid insulation board. in the densities normally supplied ror rooling, is capable of supporting dead and live loads' encountered in typical flat roof con- struetions from roof co1terings and mainlenance traffic. EPS is not a structural material, however, and has only limited :spanning properties, so boards must be fully sup- ported on the undersitle. Roof dl!cks or concrete, timber or profiled steel are the most widely used deck tYpl!S for flat roofing, and provide an ideal base for the application of EPS insulation boards. Membrane Types. Properly installed in accordance with accepted rooring trade application techniques, EPS is suitable for use under most types of weathering ml!m' branes. These include contlent/onal hot aspha[t. BUR membranes and single ply membranea (fully l:londed or loose-laid and ballasted). Due 10 possible solvent attacl<, It is not recommended that EPSinsulation be usl!d directly under new coal.tar pitch membranes. Appllc.tlo" Notes. 1. BUR Membranes. EPS boards s~ould not be el(posed 10 temperatures above 175" FOlhrenhelt. 50 adequate precautions must tie takan to prevent damage by 1'101 asphalt used I" conjunction wlt~ conventional BUR memo branes. One widely.accepted technique for this is by Ollerlaying the EPS boards (after they have been bonded' to the roof deck) with a ",hermal barrier" of 14" fiberboard or ~" Perlite. These boards are bonded to the EPS by applying hot asphalt 10 their lower surface, then pressed Into place over Ihe EPS. Hor upha/r shollld never be appliruJ directly. to tfle EPS, Bnd care must be taken 10 prevent damage by hOI asphalt kettles on site. The "heat barrier" in this technique effectively protects tl\e EPS boards and also provides a "neal sink" between tne BUR membrane and thll EPS Insulalion. This helps to dissipate the heal from. ROOF '.' ....-....---- CONSTRUCTIONS c-...... 0actI -- Ir f19.1----- l\'~""''''''4 I~""""'" Mj__ ".~ 1-;':=- II', _ .' .. .,.". ~ --- --- 1IIOl1E: fIiI c...., __. t-~.......-I. No. 0464 P. 8/12 solar radiation and reduces heat build-up in the BUR mem- brane itself, and minimizes this agll'lg factor. 2. Single-Ply Membranes. Ther. are a variety of :single-ply membrane syslems available, moat of which are suitable for use over EPS insulation boards. These membranes Bre either heat or solvent welded al seams and in each case prsc:aloltlons must tie taken to pre.ent damage to the ~PS by the heat.sealing melhod or by solvent attack. If the membrane is "loose-laid" and rellllned in place by stone ballast, it is comma" practice for the EPS board to be covered Wilh a "slip-sheet" (plastic or kraft paper) to in- sure Ihal the membrane can mOlle independently of thlil EPS insulation. M;lnulac:lurers of individual membrane liIyste!Tl:S should be consulted on recommendea application techniques for use over EPS insulation boards. Thermal Perfonn.nce There is an increasing demand for higher Insulation stan- dards to conserve energy required for healing and cooling of all types of buildings-residential, Intlustriat and com- mercial. EPS, at a density of 1.25 pcf, has a K.faetor (at 40' F.) of 0.235, and on a cost per R.factor I)asis, is the most economic rigid Insulation board material available. II can be supplied in 1Iny Ihickness to meel dl!signecl U.value requirements. Table 1 gives calculated U a.,d R.values for typical roof constructions with varying thicknesses of EPS insulation. EPS l"lulallan TNaIr....ss COMSTRu(:TION 1" 1.,.," z,. 3" ... 6" 4" CatI"''''. dock{EP'S 0.136 0;105 0.086 0.1163 0.050 0.035 111lI,dl/'"'' FI.........,d( ( 1.J2) ( 9,") I" .511 (15.62) (211.01) (28.51) 3.Ply BUA (Fig. 2) Prvtlled 1\-:1 ~"k{5/1" 0.131 0.102 O. g,&4 0.1161 0.~9 0.035 G"",vm bg,w.{EPS{'h" t 75Z) ( 9.1') (11 .1) (I',HI (20.31) (ZU11 ~r.....d/.l,/A (Fig, 3) 4" p'lICIJl..n_~( 0.120 0.096 0.019 0.059 EJIS(Z" V.""IcuI~~ I 1.331 110.45) (12.51) (11,83) ,onetlll.{8UlI Prvlllod 51.. dock (1 '/0 ") tYIed wilh II",. ""'9~1 """,",,~/!PS{2" 0.'06 0.011 0.015 0.057 1lQhlWo4Ghl c..,r.ll{ ( 9.43) (11.3&) (13.331 (11.54) IUR (Fia.4\ Tael. l-lJ..Yalu.s-tool conslrucllo". "II. Z. """ c:_... _III .ulll -- BUIll__ ....-F_ T_IlPS w___ -- U F....~I__L...-..~ ~c-.'II~ IIUJII__ __ ~~::!=l..... ...... ~ ~~ ---- J u I. 26. 2001 11 : 17 AM ~ Iowa E PS Products. Inc. ROOF' INSULATION PRODUCTS CONVENTIONAL Flat EPS board is available in thicknesses to meet today's slringent energy requirements. II provides maximum dimensional stability and high thermal efficiency at a low cost. Ideal for single-ply membrane systems, Economically adds R value in built-up roof systems. No. 0464 P. 10/12 Various roof Insulation products, developed and produced by Iowa EPS Products, offer great design versatility to meet a wide range of job conditions. Equally suited to new con- struction and reroofing applications, these Iowa EPS products provide the greatest R value at the lowest cost in both asphaltic built- up roofs and in single-ply membrane systems. TAPERED Pre.tapered EPS board is custom designed for each roof layoul. It provides a roof pitch of 118" per foot or greater for positive drainage, reduc- ing framing costs, and eliminating ponding often associated with premature rool lailures_ r. .: Though the Information presented in this bulletin i$ offered In good faith and believed to be ac' curate, all statements and suggestions are made without warranty, express or implied, Including any Implied warranties or merchantability or fitne,s for any purpose. The nomInal values con. talned herein are propenies believed to be represe'l'tatlve of all Expanded Polystyrene insulation meeting federal specIfIcations, and were obtained using test specimens prepared by "Iowa EPS Products, 'nc," Furthermore, nothing contained herein should l!)e construed as an inducement or recom- mendation to use any particular product, Iowa EPS Products singularly and collectively disclaims any liability that may be claimed for infringement of the patents of third parties. ~ Iowa EPS Products. Inc. 400 East Iowa · P.O. Box 342 'ndlanala, Iowa 50125 Phone (515) 961-8483 FIRESTONE EPDM CODE APfROVAL GUIDE (Abbreviated version) Page No. I. EXTERNAL FIRE RATINGS ........................................................................................2 A. Firestone Ballasted System....................... ............................................................3 B. Firestone Adhered Systems 1. Standard RubberGard ...................................................................................... 3 2. Standard RubberGard With PC-100 Coating .......................................................3 3. LS-FR RubberGard ................................ ...........................................................4 4. Fire Retardant RubberGard .............................................................................. 4 5. RubberGard MAX ............................................................................................ 4 6. RubberGard MAX FR wI BA-2004 ..................................................................... 5 7. RubberGard MAX FR wI WBBA .........................................................................6 C. Firestone Mechanically Attached Systems 1. Standard RubberGard ............................ ...........................................................5 2. Standard RubberGard With PC-100 CoatinSl ... ................................................ .... 6 3. LS-FR RubberGard .......................................................................................... 7 4. Fire Retardant RubberGard .............................................................................. 7 5. RubberGard MAX ............................................................................................. 7 6. RubberGard MAX FR .......................................................................................8 II. INTERNAL FIRE RATINGS ...........................................................................................9 Underwriters Laboratories Roof Deck Construdtions and "P" Assemblies .................. 10 III. FACTORY MUTUAL RATINGS A. Firestone Adhered Systems 1. Non-reinforced.................... .......................................................................... 11 2. Reinforced.................................................................................................... 11 B. Firestone Mechanically Attached Systems 1. Non-reinforced.............................................................................................. 12 2. Reinforced....................................................................................... ............. 12 C. Firestone Ballasted Systems 1. Steel Decks................................................................................................. 14 2. Concrete I Cementitious Wet Fill Decks ..........................................................15 IV. NATIONAL, REGIONAL AND LOCAL CODES .............................................................16 March 2000 FIRESTONE RUBBERGARD !!\) Interim U dates at www.firestoneb co.com EPDM Code A roval Guide III1IIIIIII \Y I. EXTERNAL FIRE RATINGS All regional building codes and most local building code officials require that roofing systems meet mini- mum performance requirements when exposed to external fife sources. The accepted method for mea- suring external fire resistance is ASTM Standard E-108. Tl!1is test standard, and closely related stan- dards such as Underwriters laboratories UL-790 and Unifotm Building Code 15-2, are used to deter- mine the ability of a roof system to hinder the horizontal spread or vertical penetration of an external fire source. Noncombustible Roof Decks (Steel, Concrete, Poured Gypsum) require testing for horizontal spread of flame. Combustible Roof Decks (Wood, Plywood, Tectum) require testing for both horizontal spread and vertical penetration of flame. ASTM E-108. UL-790 and UBC 15-2 All classified roof covering assemblies fall into one of the three following categories: CLASS A: "... includes roof coverings which are effective against ~ fire exposures..." * CLASS B: "... includes roof coverings which are effective against moderate fire exposures..." * CLASS C: "... includes roof coverings which are effective against liaht fire exposures..." * For insulated assemblies over non-combustible roof deckS, any classified roofing assembly may be installed over a new roof deck, an existing roof deck or over an existing roofing assembly. Underwriters Laboratories states that "any classified roofing system may,be applied over a pre-existing roof system (Class A, B, C, verifiable or not) of the same deck tVDe and establishes for that roof the classification of the new system". Also, an assembly classified over a combu$tible deck may be installed over an existing non-combustible deck and establish for the assembly the rating of the new system. A non-combustible deck rated assembly must be tested and classified over a combustible deck in order to obtain the desired classification of the new assembly. Total insulation thickness of combined existing and new roofing systems may not exceed the total maximum allowable for the new roofing system, and non- insulated systems are not intended for use over insulated systems. The class of roof covering required by each regional building code depends upon many factors, including the use and location of the building and the type of consUuction. The local building authority should alwavs be consulted as to what the roofing assembly c1a$sification will need to be for each roofing project. It should be noted that these classifications apply to roofin, assemblies, and NOT the roofina mem- brane. A roofing membrane that is classified as part of a Class A assembly when installed over a particular insulation may not qualify as part of a Class A assembly with another insulation. ASTM E-108 testing referenced in this Approval Guide was conducted by United States Testing Com- pany, Los Angeles, California. US Testing is recognized as a certified ASTM E-108 testing facility by all national building code organizations. The column titled "Ul Item Number" in the following listings has been added as a service to those who have the UL Building Materials Directory. It identifies the ULlisting from which our Code Approval Guide listing derives (e.g. "A,FA,23" means Class A, Fully Adhered, item number 23; "B,MA,04" means Class B, Mechanically Attached, item number 04, etc.). * From Underwriters Laboratories Roofina Materials and S~stems Directorv, January, 1999, P.1. \DIIIIIIIIIII FIRESTONE RUBBERGARD @ March 2000 EPDM Code A roval Guide Interim U dates atwww.firestonebco.com UL Item# C/ NC 2 A Insulation: 1) Firestone ISO 95+ GL, any thickness 2) Firestone FiberTop B,C,E,or S (min.1/2") 3) No insulation requires Firestone Prot~ction Mat under EPDM membrane A,BA,01 Insulation: Firestone FiberTop B,C,E or $ (min. 1/2") NC 1/4 A over A, FA,01 Firestone ISO 95+ GL, any thickness CI Insulation: min. 1/4"Georgia Pacific "Dens.Deck" NC 1.112 A over see UL FA header A,FA,30 Firestone ISO 95+ GL, any thickness NC 1/4 C Insulation: Firestone ISO 95+ GL, any thickness C, FA, 03 Insulation: Firestone FiberTop B,C.E or S (min. 1/2") over C 1/4 A Firestone ISO 95+ GL, any thickness see UL FA header A, FA, 01 over Barrier Board: min. 1/4" Georgia Pacific "Dens.Deck" Insulation: Firestone ISO 95+ GL, any thickness C 1/4 C over see UL FA header C. FA, 03 Barrier Board: min. 1/4" Georgia Pacific "Dens.Deck" C/N. C 3.1/2 A Insulation: min. 1/4"GeorgiaPacific "Dens.Deck" over Firestone ISO 95+ GL, any thickness See UL FA header A, FA, 29 NC A Insulation: Firestone FiberTop B,C.E or S (min. 1/2") over Firestone ISO 95+ GL, any thickness A, FA, 03 NC A Insulation: Firestone ISO 95+ GL. any thickness A. FA, 19 C A Insulation: Firestone FiberTop B.C,E or S (min. 1/2") over Firestone ISO 95+ GL, any thickness see UL FA header over Barrier Board: min. 1/4" Georgia Pacific "Dens. Deck" A, FA, 03 C A Insulation:Firestone ISO 95+ GL, any thickness over see UL FA header Barrier Board: min. 1/4" Georgia Pacific "Dens.Deck" A, FA, 19 March 2000 FIRESTONE RUBBERGARD @ Interim U dates at www.firestoneb cO.com EPDM Code A roval Guide III1IIIIIII QJ Insulation: Firestone FiberTop B,C,E or S (min, 1/2") NC 3/4 A over A, FA, 88 Firestone ISO 95+ GL, any thickness NC 1/2 A Insulation: Firestone ISO 95+ GL, any thickness A, FA, 89 Insulation: Firestone FiberTop B,C,E or S (min, 1/2") over C 3/4 A Firestone ISO 95+ GL. any thickness see UL FA header A, FA, 88 over Barrier Board: min. 1/4" Georgia Pacific "Dens.Deck" Insulation:Firestone ISO 95+ GL, any thickness C 1/2 A over see UL FA header A. FA, 89 Barrier Board: min. 1/4" Georgia Pacific "Dens.Deck" UL Item# Insulation: min. 1/4" GeorgiaPacific "Dens.Deci;k" NC 3.1/2 A over A. FA. 29 Firestone ISO 95+ GL, any thickness Insulation: Firestone FiberTop B,C,E or S (min. 1/2") NC 2 A over A, FA. 15 Firestone ISO 95+ GL. any thickness NC A Insulation: Firestone ISO 95+ GL, any thickness A, FA, 08 NC 1.1/4 A Insulation: Firestone FiberTop B,C,E or S (min. 1/2") over Firestone ISO 95+ GL, any thickness A, FA,127 C/ NC 1.1/2 A Insulation: min. 1/4" Georgia Pacific "Dens.Deck" over Firestone ISO 95+ GL, any thickness see UL FA header A,FA,30 NC 1/2 A Insulation: Firestone ISO 95+ GL, any thickness A. FA. 126 C 1.1/4 A Insulation: Firestone FiberTop B,C,E or S (milh. 1/2") over Firestone ISO 95+ GL. any thickness see UL FA header over Barrier Board: min. 1/4" Georgia Pacific "Dens-Deck" A, FA, 127 C 1/2 A Insulation: Firestone ISO 95+ GL, any thickness over see UL FA header Barrier Board: min. 1/4" Georgia Pacific "Dens.Deck" A, FA,126 \YIIIIIIIIIII FIRESTONE RUBBERGARD @ March 2000 EPDM Code A roval Guide Interim U dates at www.firestonebco.com Insulation: Firestone FiberTop B,C,E or S(min. 1/2") NC NL A over A, FA,103 Firestone ISO 95+ GL, any thickness C/ Insulation: min. 1/4" Georgia Pacific "Den$.Deck" NC NL A over see UL FA header A,FA,103 Firestone ISO 95+ GL, any thickness NC 3 A Insulation: Firestone ISO 95+ GL, any thiG;kness A. FA, 105 Insulation: Firestone FiberTop B.C.E or S(min. 1/2") over C NL A Firestone ISO 95+ GL, any thickness A. FA, 107 over Barrier Board: min. 1/4" Georgia Pacific "Dens.Deck" Insulation: Firestone ISO 95+ GL, any thi!;kness C 3 A over A, FA, 109 Barrier Board: min. 1/4" Georgia Pacific "Dens.Deck" Insulation: min. 7/16" OSB NC NL A over A, FA, 103 Firestone ISO 95+ GL, any thickness Insulation: min. 7/16" OSB over C NL A Firestone ISO 95+ GL, any thickness A, FA, 107 over Barrier Board: min. 1/4" Georgia Pacific '1Dens.Deck" Systems UL Item # NC 1/4 A Insulation: Firestone FiberTop B,C,E or S (min. 1/2") over Firestone ISO 95+ GL, any thickness A, MA, 01 C/ NC 1.1/2 A Insulation: min. 1/4" Georgia Pacific "Dens. Deck" over Firestone ISO 95+ GL. any thickness see UL MA header A,MA.15 NC 1/4 C Insulation: Firestone ISO 95+ GL, any thickness C. MA. 03 C 1/4 A Insulation: Firestone FiberTop B,C.E or S (min. 1/2") over Firestone ISO 95+ GL, any thickness see UL MA header over Barrier Board: min. 1/4" Georgia Pacific "Dens.Deck" A, MA, 01 C 1/4 C Insulation: Firestone ISO 95+ GL, any thickness over see UL MA header Barrier Board: min. 1/4" Georgia Pacific "Dens.Deck" C, MA, 03 March 2000 FIRESTONE RUBBERGARO @ Interim U dates at www.firestoneb cO.com EPOM Code A roval Guide III1IIIIIII \9 rd MAX FR Systems UL Item # NC 3 A Insulation: Firestone FiberTop B,C,E or S (min, 1/2") over Firestone ISO 95+ GL, any thickness A, FA,104 CI NC 3 A Insulation: min. 1/4" Georgia Pacific "Dens.Deck" over Firestone ISO 95+ GL, any thickness A.FA.104 NC 2.1/2 A Insulation: Firestone ISO 95+ GL, any thickness A. FA, 106 C 3 A Insulation: Firestone FiberTop B,C,E or S (min. 1/2") over Firestone ISO 95+ GL, any thickness over Barrier Board: min. 1/4" Georgia Pacific "Dens-Deck" A, FA, 108 C 2.1/2 A Insulation: Firestone ISO 95+ GL, any thickness over Barrier Board: min. 1/4" Georgia Pacific "Dens.Deck" A,FA,110 NC 3 A Insulation: min. 7/16" OSB over Firestone ISO 95+ GL, any thickness A, FA, 104 C 3 A Insulation: min. 7/16" OSB over Firestone ISO 95+ GL, any thickness over Barrier Board: min. 1/4" Georgia Pacific "Dens. Deck" A. FA. 108 Insulation: Firestone FiberTop B.C,E or S (min. 1/2") NC A over A, MA, 03 Firestone ISO 95+ GL. any thickness CI Insulation: min. 1/4" Georgia Pacific "Dens.Deck" NC 3.1/2 A over see UL MA header A,MA,21 Firestone ISO 95+ GL, any thickness NC A Insulation: Firestone ISO 95+ GL, any thickneSS A, MA, 14 Insulation: Firestone FiberTop B,C,E or S (min. 1/2") over C A Firestone ISO 95+ GL, any thickness see UL MA header A, MA, 03 over Barrier Board: min. 1/4" Georgia Pacific "Dens. Deck" Insulation: Firestone ISO 95+ GL, any thickness C A over see UL MA header A. MA, 14 Barrier Board: min. 1/4" Georgia Pacific "Dens.Deck" \DIIIIIIIIIII FIRESTONE RUBBERGARD @ March 2000 EPDM Code A roval Guide Interim U dates at www.firestonebco.com Vl.;ltem # Insulation: Firestone FiberTop B,C,E or S (min. 1/2") NC 3/4 A over A, MA, 65 Firestone ISO 95+ GL, any thickness NC 1/2 A Insulation: Firestone ISO 95+ GL, any thickness A, MA, 63 Insulation: Firestone FiberTop B,C,E or S (min. 1/2") over C 3/4 A Firestone ISO 95+ GL, any thickness see UL MA header A, MA, 65 over Barrier Board: min. 1/4" Georgia Pacific "Dens-Deck" Insulation: Firestone ISO 95+ GL, any thickness C 1/2 A over see UL MA header A, MA, 63 Barrier Board: min. 1/4" Georgia Pacific "Dens-Deck" Systems UI.; Item # NC 2 A Insulation: Firestone FiberTop B,C,E or S (min. 1/2") over Firestone ISO 95+ GL, any thickness A, MA, 12 NC A Insulation: Firestone ISO 95+ GL, any thickness A, MA, 10 NC 3-1/2 A Insulation: min. 1/4" Georgia Pacific "Dens-Deck" over Firestone ISO 95+ GL, any thickness A,MA,21 Systems Deck NC 1-1/4 A NC 1/2 A C/ 1-1/2 A NC C 1/2 A VL Item # Insulation: Firestone FiberTop B,C,E or S (min. 1/2") over Firestone ISO 95+ GL, any thickness A, MA, 78 Insulation: Firestone ISO 95+ GL, any thickness A, MA, 80 Insulation: min. 1/4" Georgia Pacific "Dens-Deck" over see UL MA header Firestone ISO 95+ GL, any thickness A, MA, 22 Insulation: Firestone ISO 95+ GL, any thickness over see UL MA header Barrier Board: min. 1/4" Georgia Pacific "Dens-Deck" A, MA, 80 C 1-1/4 A Insulation: Firestone FiberTop B,C,E or $ (min. 1/2") over Firestone ISO 95+ GL, any thickness see UL MA header over Barrier Board: min. 1/4" Georgia Pacific "Dens-Deck" A, MA, 78 March 2000 FIRESTONE RVBBERGARD @ Interim U dates at www.firestoneb CO.com EPDM Code A roval Guide III1IIIIIII \V NC 4 C/ NC NL NC 2-1/2 A C 4 A C 2-1/2 A NC 4 A C 4 @IIIIIIIIIII ached .045 or .060 RUbferGard MAX FR Systems I Remarks UL Item # A Insulation: Firestone FiberTop B,C,E or S (min, 1/2") over Firestone ISO 95+ GL, any thickness A, MA, 71 A Insulation: min. 1/4" Georgia Pacific "Dens-Deck" over Firestone ISO 95+ GL, any thickness see UL MA header A,MA,71 Insulation: Firestone ISO 95+ GL, any thickness A, MA, 70 Insulation: Firestone FiberTop B,C,E or S (min. 1/2") over Firestone ISO 95+ GL, any thickness over Barrier Board: min. 1/4" Georgia Pacific "Dens-Deck" A, MA, 73 Insulation: Firestone ISO 95+ GL, any thickness over Barrier Board: min. 1/4" Georgia Pacific "Dens-Deck" A, MA, 72 Insulation: min. 7/16" OSB over Firestone ISO 95+ GL, any thickness A, MA, 71 A Insulation: min. 7/16" OSB over Firestone ISO 95+ GL, any thickness over Barrier Board: min. 1/4" Georgia Pacific "Dens-Deck" A, MA, 73 FIRESTONE RUBBERGARD @ March .2000 EPDM Code A roval Guide Interim U dates at www.firestonebco.com II. INTERNAL FIRE RATINGS In order to determine the resistance of a building to internal sources of fire, Underwriters Laboratories has conducted extensive testing and classification of wall, f1otllr/ceiling and roof/ceiling assemblies. UL classi- fied assemblies are rated according to the time in hours the assembly will contain a fire and still maintain structural integrity. Testing is conducted in accordance with UL Standard 263 (ASTM E-119), which is recognized by all major building codes. Roof/Ceilina Assemblies are listed in the UL Fire Resistance Directory - Vol. 1 under the prefix "P" and are classified by hourly fire rating according to the type of protection used to contain a fire: ASSEMBLY PROTECTION USED POOO - P099 P200 - P299 P400 - P499 P500 - P599 P600 - P699 P700 - P799 P800 - P899 P900 - P999 Concealed grid suspended ceiling Exposed grid suspended ceiling Metal lathe (plaster) ceiling Gypsum board ceiling Miscellaneous fireproofing Sprayed cementitious fire proofing Sprayed fiber fireproofing Unprotected concrete or composite decks It should be noted that the roof membrane forms only a small part of the total roof/ceiling assembly. In order for a structure to qualify for a particular "P" Assembly or Roof Deck Construction, ill! materials used to construct the assembly (including roof decking, ceiling materials, light fixtures, duct work and struc- tural support members) must be UL classified and installed as described in the appropriate UL Directo- ries. The insulation listed with each of the following "P" Assemblies are not, in most cases, the only UL ac- cepted insulation for that assembly. Consult the UL Fire Resistance Directory - Vol. 1 for "P" Assembly information and the UL Roofing Materials and Systems Directory for Roof Deck Construction informa- tion, or call Firestone Technical Services for additional accepted insulation. UL has indicated on page 7 of the 1999 Fire Resistance Directory - Vol. 1 that, "Class A, B or C roof coverings consisting of hot mopped or cold applied bituminous materials or a roof covering material Classified under 'Roofing Membranes' (CHCI) may be applied directly to the concrete or wood surface of floor designs being used as roofs without a reduction af fire resistance ratings." They further state on page 7 that "Roof insulation is to be carefully controlled relative to manufacturer, type and thickness as specified. Less than the specified thickness could result in higher temperatures on the roof covering while a greater thickness of insulation could cause earlier structural failure. Classified polystyrene insu- lation, with a density of 5 pet or less, may be placed on concrete floors or structural concrete roofs without reducing the assembly rating." Roof Deck Constructions are listed in the UL Roofing Materials and Systems Directory and are rated according to the interior flame spread of the assembly a$ compared to the flame spread of a typical built- up roof installed over a metal deck (UL 1256). Roof Deck Constructions may also be classified according to wind uplift performance. The fire rating of a UL Roof Deck Construction is similar to the Factory Mutual Class I internal fire (calorimeter) rating and they are deemed equivalent by the Model Building Code Agencies. March 2000 FIRESTONE RUBBERGARD @ Interim U dates atwww.firestoneb co.com EPDM Code A roval Guide 1II1II1IIII \9 UL ROOF DECK CONSTRUCTIONS AND "P" ASSEMBLIES DECK CONSTRUCTIONS Firestone EPDM Roofing Systems are Classified for use in the fOllowing Deck Construction (tested to UL 1256). 1,2,9,14,120,123,158,200,219,237,260,276,289,292, 325, 374,411, 412,413,419,421, 440, 441,444,457, and 458 Consult Roof Deck Constructions (TGKX) in the UL Roofing Materials and Systems Directory, your regional technical coordinator or the Firestone Codes Department for an acceptable insulation for use in these constructions. "P" ASSEMBLIES Firestone's EPDM Roofing Systems are Classified for use in the following Hourly Roof / Ceiling Designs ("P" Designs). P211, P214, P215, P216, P224, P225, P227, P229, P230, P231, P232, P235, P237, P241 , P242, P246, P251, P259, P405, P406, P407, P410, P411, P505, P507, P508, P509, P510, P511, P513, P514, P519, P701, P708, P709, P710, P711, P712, P713, P717, P718, P719, P720, P722, P723, P724, P725, P726, P727, P728, P729, P730, P731, P732, P733, P734, P735, P P736, P737, P738, P739, P801, P802, P803, P804, P805, P810, P811, P812, P813, P814,P815, P816, P817, P818, P819, P822, P823, P825, P826, P827, P902, P903, P904, P905, P906 P907, P908, P909, P910, P911, P912, P913, P914, P915, P916 P917, P918, P919, P920, P921, P922, P923, P924, P925, P926, P927, P928, P929, P930, P931. Consult Fire Resistance Ratings (BXUV) in the UL Fire Resistance Directory, your regional technical coordinator or the Firestone Codes Department for an acceptable insulation, thickness and additional requirements. Note: The accepted insulation must be used in a UL Class A, B or C rated roofing assembly. UL acceptable system (eg. adhering EPDM to Perlite or Fiberglas) listed for "P" design may not be approved for installation and warranty by Firestone. Contact Firestone Specifications and/or your Firestone Re- gional Technical Coordinator concerning acceptance. Please refer to Pages 3 through 10 of this Ap- proval Guide to determine the appropriate insulation/membrane assembly. UPLIFT RATINGS FACTORY MUTUAL UPLIFT RATINGS Although Factory Mutual Class 1 Approvals cover a wide range of testing of roofing products, including tests for fire resistance, corrosion resistance, fuel contributian and hail damage, Factory Mutual Approv- als are known best for the uplift resistance, 1-60, 1-90, etc. afforded by an FM approved roofing assem- bly: FM 1-60 assemblies have been tested to withstand 60 psf air pressure applied for a period of one minute as well as one minute at the 30 and 45 psf levels. FM 1-90 assemblies have been tested to withstand 90 psf air pressure applied for a period of one minute as well as one minute at the 30, 45, 60 and 75 psf levels. Higher uplift ratings are possible based on the deck type and its attachment, fastener density and row spacing where applicable. When Factory Mutual 1-60 or 1-90 uplift ratings are specified, additional insulation attachment and re- duced perimeter and corner batten (in-seam plate for Reinforced Systems) spacing will/may be required. Consult Factory Mutual Loss Prevention Data Sheets 1-28 and 1-29 for instructions for determining the required corner and perimeter dimensions and reduced spacing. @}IIIIIIIIIII FIRESTONE RUBBERGARD @ March 2000 EPDM Code A roval Guide Interim U dates at www.firestonebco.com BALLASTED SYSTEMS Although Factory Mutual tests and rates only fully adher$d and mechanically attached systems, Factory Mutual does accept the use of Ballasted Roof System$ on a job-to-job basis for FM insured clients. According to Mr. Edward J. Ward, Construction Standards Manager for Factory Mutual Research, "... the Factory Mutual system windstorm loss experience has been extremely favorable for single ply ballasted roof systems. When these roofs are installed in accordance with (Factory Mutual) Loss Prevention Data Sheet 1-29, they are equally acceptable to Factory Mutual approved roofs." Page 18-19 of this Approval Guide provides a summary of FM's current guideline for ballasted roof systems. ADHERED SYSTEM UPLIFT RATINGS .045 or .060 STANDARD, LS-IFR, or FIRE RETARDANT RUBBERGARD Adhered w/BA-2004 or WBBA, except as noted STEEL OR CONCRETE NEW OR TEAR-OFF MEMBRANE: DECK: CONSTRUCTION: Note: Insulation fastener density must be increased by 50ra in the perimeters and 75% in the corners. Perimeter/corners are determined as 10% of the buildings lesser plan dimension or 40% of the build- ings roof height, whichever is least, but not less than 4 feet. Insulation ISO 95+ GL ISO 95+ GL ISO 95+ GL ISO 95+ GL ISO 95+ GL Firestone FiberTop C, S Firestone FiberTop B, E Firestone FiberTop B, C, E, S Georgia-Pacific "Dens-Deck" Georgia-Pacific "Dens-Deck" (1 ) (2) (3) MEMBRANE: Ratina 1-90 1-90 1-120 w/BA-2004 only) 1-90 1-60 (recover only) 1-60 1-90 1-90 1-90 1-90 Min. Too Laver Thickness 1.4" (1 per 2) 1.5" (1 per 2.7) 1.5" (1 per 1.8) 2.0" (1 per 4) 1.0" (1 per 2.7) 1/2" (1 per 2) 1/2" (1 per 2) 1" (1 per 2) 1/2" (1 per 2) 1/4" (1 per 1.8) DECK: CONSTRUCTION: w/BA-2004 or WBBA, except as noted STEEL OR CONCRETE NEW OR TEAR-OFF Note: Insulation ISO 95+ GL ISO 95+ GL ISO 95+ GL Ratina 1-90 1-90 1-120 (w/BA-2004 only) Min. Too laver Thickness 1.4" (1 per 2) 1.5" (1 per 2.7) 1.5" (1 per 1.8) Continued next page March 2000 FIRESTONE RUBBERGARD @ Interim U dates at www.firestoneb CO.com EPDM Code A roval Guide Notes 1,2 1,2 1,2 1,2 1,2 1,3 1,3 1,3 1,3 1,3 Notes 1,2 1,2 1,2 11111111111 Q ISO 95+ GL ISO 95+ GL Firestone FiberTop C, S Firestone FiberTop B, E Firestone FiberTop B, C, E, S Georgia-Pacific "Dens-Deck" Georgia-Pacific "Dens-Deck" 2.0" (1 per 4) 1.0" (1 per 2.7) 1/2" (1 per 2) 1/2" (1 per 2) 1" (1 per 2) 1/2"(1 per 2) 1/4" (1 per 1.8) 1-90 1-60 (recover only) 1-60 1-90 1-90 1-90 1-90 1,2 1,2 1,3 1,3 1,3 1,3 1,3 (1) Consult Firestone Regional Technical Coordinator for appropriate fastener pattern. (2) Achieves 1A rating at max. 1/4:12 with Standard Reinforced; achieves 1A rating at max. 1/4:12 with RubberGard MAX; achieves 1A rating at max. 2-1/21 :12 wi~h RubberGard MAX FR wI BA-2004; achieves 1A rating at max. 2:12 with RubberGard MAX FR wi WBBA (3) 1A rating at max. 4:12 with RubberGard MAX FR wI BA-2004; achieves 1A rating at max. 2-1/2:12 with RubberGard MAX FR w/WBBA. MECHANICALLY ATTACHED SYSTEMS MEMBRANE: DECK: CONSTRUCTION: STANDARD, LS-FR OR FIRE RETARDANT RUBBERGARD STEEL OR CONCRETE NEW OR TEAR OFF Note: Fastener row spacing in the perimeter areas must be spacing in the corner areas must be Insulation ISO 95+ GL Firestone FiberTop B, C, E, S(coverboard) Georgia-Pacific "Dens-Deck" (coverboard) Thickness 1.4" to 12" 1/2" minimum 1/4" minimum (1 ) (2) (3) Ratina 1 1 1 Notes 2 3 3 MECHANICALLY ATTACHED SYSTEMS MEMBRANE: DECK: CONSTRUCTION: RUBBERGARD MAX OR RUBBERGARD MAX FR STEEL OR CONCRETE NEW OR TEAR OFF Note: spacing in the corner areas must be Insulation ISO 95+ GL Firestone FiberTop B, C,E,S (coverboard) Thickness 1.4" 1/2" minimum Continued next page Q 11I11111111 Ratina 1 1 ~ 2 3 FIRESTONE RUBSERGARD @ March 2000 EPDM Code A roval Guide Interim U dates at www.firestonebco.com Georgia-Pacific "Dens-Deck" (coverboard) 1/4" minimum 3 (1) See page 16 for approved system fastening spacings. (2) Achieves 1A rating at max. 1/4:12 with Standard Reinforced; achieves 1A rating at max. 1/4:12 with RubberGard MAX; achieves 1 A rating at max. 2: 12 with RubberGard MAX FR (3) Achieves 1A rating at max. 1/2:12 with Standard Reinforced; achieves 1A rating at max. 1/2:12 with RubberGard MAX; achieves 1A rating at max. 3:12 with RubberGard MAX FR FACTORY MUTUAL APPROVED FASTENING PATTERNS FOR FIRESTONE MECHANICALLY ATTACHED SYSTEMS (STEEL OR CONCRETE DECKS) System Rating Batten / Seam Plate / Fastener Spacing / Deck Fastener Anchor Spacing (1) Type Unreinforced Batten-In- The-Seam / MAS Standard Membrane 1-60 6' O.c. (2) 6" o.C 7,8 3 FR Membrane 1-60 6' o.C. (2) 6" o.C 7.8 3 LS-FR Membrane 1-60 6' o.C. (2) 6" o.C 7,8 3 LS-FR Membrane 1-90 6' o.C. (6) 6" o.C. 7,8 3 Reinforced (Standard, RubberGard MAX, RubberGard MAX FR All reinforced 1-60 9 1/2' O.c. (6) 12" o.C. 7,8 4 All reinforced 1-1 05 9 1/2' o.C. (2) 6"o.c. 8 3 All reinforced 1-60 9 1/2' o.C. (5) 6" o.C. 7,8 3 (1) Fastener row spacing in the perimeter areas must be the corner areas must be (2) (3) Firestone AP or HD fastener (4) Firestone HD fasteners only. (5) (6) (7) ASTM A661 Grade C (8) ASTM A611 Grade E March 2000 FIRESTONE RUBBERGARD !Ill Interim U dates at wwwJirestoneb co.com EPDM Code A roval Guide 11111111111 Q FACTORY MUTUAL BALLAST GUIDELINES (Taken from FM Loss Prevention Data Sheet 1-28 published April 1998) FM RECOMMENDED BALLAST WEIGHT (LB/SQ FT~ FOR ROOF FIELD/PERIMETERS &CORNERS Ground Roughness B Steel deck with 36" parapet Steel deck with> 36" parapet Q 11I11111111 FIRESTONE RUBBERGARD @ March 2000 EPDM Code A roval Guide Interim U dates atwww.firestonebco.com (2) Wind speeds are taken from Factory Mutual Loss Prevention Data Sheet 1-28 and are based on a 100 year ean recurrence interval. (3) Stone ballast shall be smooth stone, 100 to 2" nominal diameter, which meets the gradation requirements of standard size NO.3 for coarse aggregate per ASTM D448 (85% larger than 1" diameter) FACTORY MUTUAL BALLAST GUIDELINES (Taken from FM Loss Prevention Data Sheet 1-28) FM RECOMMENDED BALLAST WEIGHT (LB/SQ FT) FOR ROOF FIELD/PERIMETERS & CORNERS Ground Roughness B Concrete deck with March 2000 FIRESTONE RUBBERGARD @ Interim U dates at www.flrestoneb co.com EPDM Code A roval Guide 11111111111 Q (1 ) a distance of 1500 ft. (460m) or ten times the height of the building or structure, whichever is greater. lesser building dimension limit is not applied in determining the corner dimension. (2) (3) mean recurrence interval. QIIIIIIIIIII FIRESTONE RUBBERGARD @ March 2000 EPDM Code A roval Guide Interim U dates at www.firestonebco.com Geotechnical Evaluation Addn. to St. Michael's Education Center Prior Lake, Minnesota Prepared for PCL Construction Services, Inc. September 2000 BARR .- BARR Barr Engin"'oring Company 4700 We'6 th Street. Minneapolis, MN 55435-4803 Phone: 952-ts32-2600 . Fax: 952-832-2601 Minneapolis, MN . Hibbing, MN . Duluth, MN . Ann Arbor, MI . Jefferson City, MO September 7, 2000 Mr. Ritch MacPherson PCL Construction Services, Inc. 12200 Nicollet Avenue South Burnsville, MN 55337 Re: Geotechnical Evaluation for the Proposed Addition to St. Michael's Education Center in Prior Lake, MN ( I Dear Mr. MacPherson: As you requested, we have recently completed the geotechnical evaluation for the proposed addition to St. Michael's. , . , The attached report presents the results of the geotechnical investigation program and our engineering analysis and recommendations. We understand some additional borings are being contemplated as a result in a change in building location. Any additional services provided will be relayed as an addendum to this report. I Please give me a call if you have any questions about the report. We appreciate the opportunity to be of service to you on this project. Very truly yours, BARR ENGINEERlNG CO. y i William K. Cody, P.E. Senior Geotechnical Engineer 1" ~"Mike'tMurpliy~I{)LR1'Group~~~",.h"i_; WKC/ymh Attachment: Geotechnical Report ::ODMA \PCDOCS\DOCS\219647\1 I I I [ - ~ ! t l' Geotechnical Evaluation Addition to St. Michael's Education Center Table of Contents 1.0 Introduction........................................................................................................................ ..................... 1 1.1 Situation .... ... ............ ..... ...... .............. ............... ................. ......... ........ ......... ..................................... 1 1.1.1 Proposed Construction .. ...................... ........ ... ..... ............... ............... ..... ............................ ..... 1 1.1.2 Site History and Physiography................................................................................................ 1 1.1.3 Project Goals ................. ..... ....... ..................... ..... .................. ..... ....... ..... .......... ....................... 1 1.2 Scope of Services...... ................. ......... .... ..... ............. .... .................. ................. .......... ..... ..... ............ 1 1.2.1 Exploratory Borings................................................................................................................ 1 1.2.2 Penetration Resistance Testing................................................................................................ 1 1.2.3 Laboratory Testing.................................................................................................................. 2 1.2.4 Boring Surveying.................................................................................................................... 2 2.0 Subsurface Conditions............................................................................................................................ 3 2.1 Boring Distribution. ........... ... ....... ................ .... .... ......., ......... .... .... ... ........ ... ........................... ... ........ 3 2.2 Boring Logs .... ........... ...................... .......... ............ ........ ................... ...... ........ ........................... ....... 3 2.3 Materials Summary.....................................................,................................................................... .. 3 2.3.1 Pavement........ .......................... ...... ........... ...... ........... ............ ............ ..................................... 3 2.3.2 Existing Fill.. ................ ........................ ...... .... ........... ....... ........... ........... ....... .......................... 3 2.3.3 Native Soils......... .................. ..... ............. ............................... .......... ................................... .... 3 2.4 Penetration Resistance Data .. ............. ..................................... ....... ......... .......... .............. ..... ............ 4 2.5 Laboratory Test Results..... ................. .............................. ................................................................ 4 2.6 Groundwater Measurements.................... ................. ......... ...... ........ ............ .............................. ....... 4 3.0 Evaluation and Analyses................................................. ...... ........... ............. ..... ..... ...................... .......... 6 3.1 Design Details ..................... .............................. ...................... ................... ..... ..... .................... ........ 6 3.1.1 Existing Versus Design Grades............................................................................................... 6 3.1.2 Building Foundation Loads and Settlement Tolerances ..........................................................6 3.1.3 Pavement Traffic Loads ..........................................................................................................6 3.1.4 Precautions Regarding Changed Infonnation........................................... .............. ........ ......... 6 3 .2 Building Support.................................. ........ ..................... ..... .... .......... ...... ................................. ..... 6 3.2.1 Foundations........ ......................................... ............................ .............. ....... ........... ................ 6 3.2.2 Slabs......................................................................................................................... ... .. ... ....... 6 3.3 Pavement Support.. ......................... ........... ....................................................................................... 7 3.4 Reusing On-Site Materials............. ........... ......... ........ ........... ............. ............................................... 7 3.5 Groundwater Considerations ............ ......... ........... ...... ....... ............ ..... .... ................................ .......... 7 4.0 Recommendations. ....... ........ ................... ......................................................... .......... ...... .......... ............. 8 4.1 B uildinglPavement Subgrade Preparation ............... .... ................... ............ ...................................... 8 4.1.1 Excavations................. ................. ........... ..................................... ........ .............................. ..... 8 4.1.2 Replacement Backfill and Additional Required Fill............................................................... 8 4.1.3 Placement and Compaction of Backfill and Fil1...................................................................... 9 4.2 Spread Footings....... ............. ..... ............. ........ ............... ...... ....... .... .......................................... ........ 9 4.2.1 Embedment Depth ...... ...... ...... ............ ........ ........ ............... ..... ................... ....................... ...... 9 4.2.2 Subgrade Preparation ......... ........................... .......................... ....................... ......................... 9 4.2.3 Allowable Bearing Pressure .................................................................................................... 9 : :ODMA \PCDOCS\DOCS\216803\1 i ~ , i I I f 1 i 1 T ! 4 fable of Contents (continued) 4.2.4 Settlement ...... ......................................... ........... ......... ............ ....... ............... ........... ............... 9 4.3 Interior Slabs.................................................................................................................................. 10 4.3.1 Subgrade Modulus.. ....... ....................... ............ ......... ................ .............. ............... .............. 10 4.3 .2 Vapor Barrier........................................................................................................................ 10 4.4 Exterior Slabs................................................................................................................................. 10 4.5 Pavements........................................................................................................................ ............... 10 4.5.1 Proofroll. ..................... ......... ............. ............. ........... ......... ............ .............................. ......... 10 4.5.2 Design Sections... ............. ................... ............. ....... .......... ...................... .............................. 11 4.6 Construction Observations and Testing .......................................................................................... 11 4.6.1 Observations ...................... ....... .................... ....... .......... ........... ......... ......... ..... ......... ............ 11 4.6.2 Material Testing.......... ............... ........... ....... ............................ ......... .................................... 11 4.6.3 Cold Weather Precautions......................................... ................................ ............................ 11 5.0 Procedures..................................................................................................................... ........................ 12 5.1 Exploratory Borings. ....... ........ ......................... ..... .............. ....... .............. ................ ........... ........... 12 5.1.1 Penetration Test Borings....................................................................................................... 12 5.2 Material Classification and Testing................................................................................................ 12 5.2.1 Visual and Manual Classification ......................................................................................... 12 5.2.2 Laboratory Testing ........... .............. .................. ............................ ....... .......... ................... ..... 12 5.3 Groundwater Measurements....... .............. .............. ................................ ........... .... ..... .................... 12 6.0 Qualifications ................ ............... ........ ................................ ............................. .................................... 13 6 .1 Variations in Subsurface Conditions.............................................................................................. 13 6.1.1 Material Strata. ....... ........ ... ........ ........... .... ..... ... .... ......... ................ ......... ........ ................ ... .... 13 6.1.2 Groundwater Levels......................... ............................................................................... ...... 13 6.2 Continuity of Professional Responsibility ...................................................................................... 13 6.2.1 Plan Review......... .............. ....... ........................... ............. ......... ............. ........................ ...... 13 6.2.2 Construction Observations and Tests.................................................................................... 13 6.3 Standard of Care.............. ......... .............. ........... ................ .................. ...................................... ..... 14 6.4 Professional Certification............. ........................... ..................... .................................................. 14 :ODMA \PCDOCS\DOCS\216803\ 1 11 1.0 Introduction 1.1 Situation 1.1.1 Proposed Construction An addition is proposed to the existing St. Michael's school building in Prior Lake, Minnesota. The addition will be a two-story masonry structure providing additional classrooms, a cafeteria, and an elevator. The footprint of the addition will cover approximately 12,000 square feet. Additional surface parking will also be constructed. As of the date of this report, there was some discussion about possible changes to the location and footprint of the addition. I 1.1.2 Site History and Physiography The site is generally grass covered or paved. A razed building once occupied a portion of the site as evidenced by past filling activities and some construction debris mixed in the fill soils. In the proposed west parking area, several existing residential structures will be moved or razed. .1 T t 1.1.3 Project Goals Our goals included characterizing subsurface conditions in the area of the proposed addition, and helping PCL Construction Services and DLR Group design foundations, slabs, and pavements, and prepare plans and specifications for this project. , 1 .2 Scope of Services "T Our scope of services for this evaluation was outlined in an April 20, 2000 proposal to Ritch MacPherson of PCL Construction Services. Our evaluation was authorized by Mr. MacPherson on April 21, 2000. Tasks included in our scope of services are described below. 1.2.1 Exploratory Borings Seven borings were drilled and sampled at the site. Five borings were sampled to a depth of 25 feet while two were sampled to a depth of 15.5 feet. , 1 1.2.2 Penetration Resistance Testing Penetration resistance tests were performed as the penetration test borings were advanced. The depths at which the tests were taken and the results of the tests are shown on the attached boring logs. Penetration resistances, measured in blows-per-foot (BPF), provide an empirical means of estimating relative material density, consistency, strength, and compaction. 't' I : :ODMA \PCDOCS\DOCS\216803\1 1 1.2.3 Laboratory Testing Four grain size distribution tests, six natural water content tests, and one organic content test were performed on samples retrieved from field sampling. These test results are shown on the attached boring logs. 1.2.4 Boring Surveying The borings were located in the field by taping distances shown on the boring location plan provided. A survey of the boring locations was completed with respect to a common benchmark. The benchmark used was the top nut of the hydrant at the northeast comer of Pleasant Street and Duluth A venue where a project datum equal to 150.0 feet was established. The south entrance to the exiting gymnasium was determined to be at elevation 147.2 feet per the assumed datum. j ,. i ! : :ODMA \PCDOCS\DOCS\216803\1 2 2.0 Subsurface Conditions 2.1 Boring Distribution The boring locations were detennined by DLR Group and are shown on the attached sketch. 2.2 Boring Logs Logs of the exploratory borings performed for this project were prepared to accompany our discussion of subsurface conditions at the site and are included in the Appendix. The logs classify and describe the materials encountered by the borings, and present the results of penetration resistance tests, in-situ and laboratory tests, and groundwater measurements performed for this project. 2.3 Materials Summary The range of materials encountered by the borings are described below. The materials are generally described in the order they were encountered, i.e., beginning at the ground surface. 2.3.1 Pavement A 4-inch-thick bituminous surface was found at borings B-1 and B-5, a 3.5-inch-thick bituminous surface was found at boring B-4, and an 8-inch-thick layer of pea-rock was found at boring B-2. .. 2.3.2 Existing Fill Fill materials were located in borings B-1 through B-4 with thicknesses ranging from 1 to 10 feet. The fill is generally described as silty sand (SM), sand with silt (SP-SM), or silty clayey sand (SC-SM), fine to medium grained, with trace fine gravel, brown to black in color, and moist. The fill has penetration resistances of about 3 bpf, classifying it as a loose material. At boring B-3, there were some bricks and concrete noted within the fill as well as a possible concrete slab at about the 7-foot depth. 2.3.3 Native Soils Beneath the existing fill, the soil is predominantly sand with penetration resistances classifying the soil as loose to dense with the most dense layer between 10 and 12 feet beneath grade. Boring B-4 indicates that a 2-foot-thick layer of organic clay with sand exists beneath the existing fill. Borings B-4 and B-5 indicate that a layer of stiff to very stiff lean clay exists at a depth of about 23 to 24 feet beneath the existing grade. A fuel odor was noticed in borings B-1, B-3, and B-5. Depths of the fuel odors are shown on the attached boring logs. Environmental considerations were described in a separate "Limited Site Investigation Report" submitted to the MPCA. : :ODMA \PCDOCS\DOCS\216803\ 1 3 \' i 1 [ , ~ l r I ~ " i l 'I 'j 2.4 Penetration Resistance Data Results of the penetration resistance tests performed in the materials encountered by the borings are summarized in the following table. Interpretive comments are provided to illustrate the engineering implications of the penetration resistances. Penetration Resistance Data Summary Range Of Penetration Material Classification Resistances Interpretive Comments Fill SC-SM, SP-SM, SC, SM 3 Loose, dark brown to black, moist Clayey Sand SC 5 Loose Sand SP 7-31 Loose to dense Silty Sand SM 4-18 Loose to medium dense Silty Clayey Sand SC-SM 6 Loose Sand with Silt and SP-SM 6-24 Loose to medium dense Gravel Organic clay with OL 4 Soft silt Lean clay CL 18-24 Very stiff 2.5 Laboratory Test Results Results of our laboratory tests are presented in the following table. Although some laboratory tests do not measure the engineering properties of subsurface materials directly, they can be used to estimate them empirically. Laboratory Test Results Summary Boring Number Sample Depth Class. MCa P200b OCC B-3 15 SP-SM 6.0 8.9 8-4 2.5 OL 24.2 3.7 B-5 2.5 SM 15.7 20.7 B-6 2.5 SM 14.1 21.3 B-7 2.5 SC-SM 15.3 36.4 a Moisture content as a percent of sample dry weight. Combined percent silt and clay of sample dry weight. Organic content as a percent of sample dry weight. b c 2.6 Groundwater Measurements Groundwater was observed in the borings and at the depths shown in the following table as the borings were advanced and/or after auger withdrawal. Estimated groundwater elevations were determined from : :ODMA \PCDOCS\DOCS\216803\ 1 4 comparisons of the measured depths to groundwater and surface elevations, and were rounded to the highest '12 foot. Groundwater Measurements Summary J. Depth to Depth to Groundwater Estimated Boring Surface Groundwater After Auger Groundwater Number Elevation During Drilling Withdrawal Elevation B-1 146.9 19 19.5 127.5 B-2 150.3 24 23 127.5 B-3 150.7 24 23 128.0 B-4 145.3 18 23 122.5 B-5 144.5 18 23 121.5 B-6 154.1 N/A N/A N/A B-7 146.5 N/A N/A N/A I T I ~ ( : :ODMA \PCDOCS\DOCS\216803\ I 5 ~ I I I I 1 3.0 Evaluation and Analyses 3.1 Design Details 3.1.1 Existing Versus Design Grades At this time, the lowest floor slab elevation of the addition has not been finalized. To facilitate our analysis, we have assumed the lowest floor grade will be similar to that of the existing building which is at approximately 147.2 feet per the project datum. Grading will then entail cuts and fills not exceeding 3 feet, based on the soil boring surface elevations. 3.1.2 Building Foundation Loads and Settlement Tolerances The building loads were not finalized at the time the analysis was performed. However, discussions with the project structural engineer resulted in the following assumptions: . 6 to 8 kips per linear foot for exterior wall loads . 50 to 100 kips for interior column loads It is assumed that the maximum allowable differential settlement is '12 inch. 3.1.3 Pavement Traffic Loads i Traffic around the building will predominantly be school buses. Approximately 16 buses will pass over the pavement two times per day. Assuming that an individual wheel axle is 18 kips, the pavement is exposed to approximately 17,000 equivalent single axle loads (ESAL's) per school year. 3.1.4 Precautions Regarding Changed Information We have attempted to describe our understanding of the proposed construction to the extent it was reported to us by others. Depending on the extent of available information, assumptions may have been made based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, we should be notified. New or changed information could render our evaluation, analyses, and recommendations invalid. 3.2 Building Support 3.2.1 Foundations Foundations for the proposed addition should consist of typical shallow spread footings supported by approved native soils or compacted fill soils associated with recommended corrective earth work. 3.2.2 Slabs Slabs can be grade supported on either approved native soils or compacted fills after completing soil corrections where necessary. : :ODMA \PCDOCS\DOCS\216803\1 6 i I [ [ + ~. I I t T 3.3 Pavement Support Existing fill materials may be used as engineered fill for the pavement subgrade. The material must meet the recommendations discussed in Section 4.1.4. All material should be placed as per Section 4.1.5. 3.4 Reusing On-Site Materials Existing fill materials may be used as engineered fill beneath the interior floor slabs and column footings pending removal of rocks greater than 6 inches and all construction debris. Material must also meet the recommendations discussed in Section 4.1.4. All material should be placed as per Section 4.1.5. 3.5 Groundwater Considerations. The groundwater is located approximately 20 feet beneath the existing ground surface. For this reason, it is not anticipated that any groundwater control measures will need to be used. : :ODMA \PCDOCS\DOCS\216803\1 7 i I , ~ f . I , "': -r 4.0 Recommendations 4.1 Building/Pavement Subgrade Preparation 4.1.1 Excavations Based on the boring results, it is our opinion the existing fill soils, possible buried topsoils, and localized areas of soft clay should be removed from beneath the influence at the proposed building addition. Estimated excavation depths for each of the borings are shown in the following table. Estimated Excavation Depths and Bottom Elevations Boring Number Surface Elevation Excavation Depth Bottom Elevation B-1 146.9 2-4 145-143 B-2 150.3 7 143 B-3 150.7 10 140 B-4 145.3 4 141 B-5 144.5 1 143 B-6 154.1 1 153 B-7 146.5 1 145 .. , Estimated excavation depths should be considered the minimum necessary to provide a stable platform on which to spread and compact replacement backfill. Depending on construction conditions, excavations may have to be extended locally to remove wet, loose, soft or otherwise unstable soils that become disturbed during the excavation process and lose strength. To provide lateral support to replacement backfill, additional required fill, and the structural loads they will support, the excavations should be adequately oversized. We recommend oversizing (widening) the excavations at least 1 foot horizontally beyond building and pavement perimeters for each foot the excavations extend below bottom-of-footing or pavement subgrade elevations. 4.1.2 Replacement Backfill and Additional Required Fill On-site materials free of organic soil and debris can be considered for reuse as backfill and fill. Note that silts and clays, however, being fine-grained, may be particularly difficult to compact if wet or allowed to become wet, or if spread and compacted over wet or marginally stable subgrades. Imported material, if needed to replace unsuitable on-site materials or balance cut and fill quantities, may consist of sand, silty sand, clayey sand, sandy lean clay or lean clay, although the plastic index of these materials should not exceed 15. : :ODMA \PCDOCS\DOCS\216803\1 8 4.1.3 Placement and Compaction of Backfill and Fill We recommend spreading backfill and fill in 4- to 8-inch loose lifts, depending on the composition of the material and the type of compactor(s) used. The relative compaction of the backfill and fill should meet or exceed the minimum values presented in the following table. The minimum values are percentages of the materials' standard Proctor dry density, determined by ASTM D 698. Compaction Recommendations Summary 1 Percent of Materials' Location Standard Proctor Density Foundations 95% Slabs 95% Pavements, within 3 feet of subgrade 100% elevations Pavements, more than 3 feet below 95% subgrade elevations Landscaping 90% I r .. 1 4.2 Spread Footings 4.2.1 Embedment Depth For frost protection, perimeter footings should be embedded at least 42 inches below the lowest exterior grade. Interior footings may be placed directly below floor slabs. Unheated footings associated with canopies, stoops or sidewalks should be embedded at least 60 inches below the lowest exterior grade. 1 1 4.2.2 Subgrade Preparation The subgrade should be free of all debris and vegetation if any exists. Being that most of the site will have existing fill material removed prior to fill recompaction and placement, it will be prudent to compact the subgrade to the requirements in Section 4.1.5. 4.2.3 Allowable Bearing Pressure Spread footings supported on approved native soils or controlled backfill soils can be sized to exert a net allowable bearing pressure of 3,000 pounds per square foot (psf). This value includes a safety factor of 3 ~ with regard to bearing capacity failure. The net allowable bearing pressure can be increased by one-third its value for occasional transient loads, but not for repetitive loads due to traffic, or for other live loads from snow or occupancy. 4.2.4 Settlement ~ We estimate that total and differential settlements of new footings will be less than 1 inch and 1/2 inch, respectively, under the assumed loads. ~ Note that the existing building will not likely settle along with the proposed addition. Thus, approximately 1 inch of differential settlement is likely between the existing building and the addition. To accommodate ::ODMA \PCDOCS\DOCS\216803\1 9 this settlement, we recommend installing expansion joints between the existing building and the addition, or dowelling the new footings into the existing footings. 4.3 Interior Slabs 4.3.1 Subgrade Modulus Assuming implementation of the recommendations provided in Section 4.1, slab subgrades will likely consist of silty sand and clayey sand. This being the case, we recommend using a modulus of subgrade reaction, k, of 200 pounds per square inch per inch of deflection (psi/in) to design the slabs. 4.3.2 Vapor Barrier If floor coverings or coatings less permeable than concrete will be used, or if moisture is a concern, we recommend placing a vapor retarder or barrier below the slabs. Vapor retarders and barriers are often buried below a layer of sand to reduce curling and shrinkage of the concrete, but this practice risks trapping water between the slabs and the vapor retarder or barrier. 1 4.4 Exterior Slabs We anticipate that exterior slabs will be underlain with silty and clayey sands. These soils are considered slightly to moderately frost susceptible. Saturation and freezing of these soils could cause unfavorable amounts of heaving to occur. One way to help control heave would be to remove these soils down to bottom-of-footing elevations and replace them with sand having less than 5 percent of the particles by weight passing a #200 sieve. This would be a good correction to perform particularly where exterior slabs abut building entrances. One alternative for reducing frost heave would be to place at least 2 inches of extruded polystyrene foam insulation below the slabs and extend it approximately 4 feet beyond the outer edges of the slabs. The insulation may have to be buried below a sand or gravel cushion to protect it during construction. Another alternative would be to support the slabs on frost-depth footings. A void space of at least 4 inches is generally required between the bottoms of the slabs and the subgrade soils to accommodate heaving without affecting the slabs. i 4.5 Pavements 4.5.1 Proofroll .....-: . Prior to placing pavement materials, we recommend that pavement subgrades be proofrolled with a loaded dump truck or other heavy vehicle. The proofroll will help detect areas of loose or soft subgrade materials that require additional compactive effort or removal and replacement with compacted backfill. For estimating purposes, you may want to assume uniform subcuts of up to 1 foot below subgrade elevations followed by thorough surface compaction and controlled replacement of the subcut soils. T : :ODMA \PCDOCS\DOCS\216803\1 10 4.5.2 Design Sections Assuming that pavement sub grades will ultimately consist of silty and clayey sands, we recommend that the pavement section for automobile parking areas include at least 2 inches of bituminous and 6 inches of Class 5 aggregate base. This design section is strictly for automobile parking and will not hold up under truck or bus wheel loads. For bus travel lanes and bus parking areas, we recommend at least 4 inches of bituminous and 8 inches of Class 5 aggregate base. 4.6 Construction Observations and Testing 4.6.1 Observations We recommend having a geotechnical engineer observe all excavations related to subgrade preparations, and footing, slab and pavement construction. The purpose of the observations is to evaluate the competence of the materials exposed in the excavations, and the adequacy of excavation oversizing. I 4.6.2 Material Testing We recommend density tests be taken in all backfill and fill placed below footings, slabs and pavements, beside foundation walls, and behind retaining walls. i We recommend Marshall tests on bituminous mixes to evalu~te strength and air voids, and density tests to evaluate compaction. We also recommend slump, air content, and strength tests of Portland cement concrete. # 4.6.3 Cold Weather Precautions 1 t If site grading and construction is anticipated during cold weather, all snow and ice should be removed from cut and fill areas prior to additional grading. No fill should be placed on frozen subgrades. No frozen soils should be used as fill. Concrete delivered to the site should meet the temperature requirements of ASTM Test Method C 94. Concrete should not be placed on frozen subgrades. Concrete should be protected from freezing until the necessary strength is attained. Frost should not be permitted to penetrate below footings. .,. : :ODMA \PCDOCS\DOCS\216803\ 1 11 5.0 Procedures 5.1 Exploratory Borings 5.1.1 Penetration Test Borings The penetration test borings were drilled with a truck-mounted CME 75 drill rig equipped with hollow- stem auger and an automatic hammer. The borings were performed in accordance with ASTM Test Method D 1586. Penetration test samples were taken at 2Yz- or 5-foot intervals. Actual sample intervals and corresponding depths are shown on the boring logs. 5.2 Material Classification and Testing 5.2.1 Visual and Manual Classification Materials encountered in the borings were visually and manually classified in accordance with ASTM Test Method D 2488. A chart explaining the classification system is attached. Samples were sealed in jars or bags and returned to our facility for review and storage. ":" 5.2.2 Laboratory Testing Grain size distributions were performed according to ASTM D 422, moisture contents were performed according to ASTM D 2216, and organic contents were performed according to ASTM D 2974. 5.3 Groundwater Measurements i The drillers checked for groundwater as the borings were advanced, and again after auger withdrawal. The boreholes were then backfilled or allowed to remain open for an extended period of observation as noted on the boring logs. 1 r r : :ODMA \PCDOCS\DOCS\216803\1 12 , ~ I i f i l r 6.0 Qualifications 6.1 Variations in Subsurface Conditions 6.1.1 Material Strata Our evaluation, analyses, and recommendations were developed from a limited amount of site and subsurface infonnation. It is not standard engineering practice to retrieve material samples from borings continuously with depth, and therefore strata boundaries and thicknesses must be inferred to some extent. Strata boundaries may also be gradual transitions, and can be expected to vary in depth, elevation, and thickness away from the boring locations. Variations in subsurface conditions present among borings may not be revealed until additional exploration work is completed or construction commences. If any such variations are revealed, our recommendations should be re-evaluated. Such variations could increase construction costs, and a contingency should be provided to accommodate them. 6.1.2 Groundwater Levels Groundwater measurements were made under the conditions reported herein and shown on the boring logs, and interpreted in the text of this report. It should be noted that the observation period was relatively short, and groundwater can be expected to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications, and other seasonal and annual factors. 6.2 Continuity of Professional Responsibility 6.2.1 Plan Review This report is based on a limited amount of infonnation, and a number of assumptions were necessary to help us develop our recommendations. It is recommended that our finn review the geotechnical aspects of the designs and specifications; and evaluate whether the design is as expected or if any design changes have affected the validity of our recommendations; and if our recommendations have been correctly interpreted and implemented in the designs and specifications. 6.2.2 Construction Observations and Tests It is recommended that a qualified geotechnical engineer be retained to perfonn observations and oversee tests during construction. This will allow correlation of the subsurface conditions encountered during construction with those encountered by the borings. 6.3 Standard of Care This report is for the exclusive use of the parties to which it has been addressed. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses, and recommendations may not be appropriate for other parties or projects. : :ODMA \PCDOCS\DOCS\216803\1 13 Barr Engineering Company's services for this project were performed in a manner consistent 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. 6.4 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 aws of the State of Minnesota. William K. Cody, P.E. Date: September 7, 2000 Registration Number: 16136 -; i T , : :ODMA \PCDOCS\DOCS\216803\ 1 14 u 0 z ~ c:; 0 ~ cr Z t") ~ t") u ..- w I '*' ...., 0 0 0 tr 0 Z 0.. ""'z .......... . ~ tr w tr t")t.:> w -< N~ I [IJ 0 III ----< Z 1 O~7.$- .. t N1 . ~ \ ~ " ~ r , ~ ~ '" , ~ l 1 ;; , -~ -~ LV:S l:Z L OOOZ/ LO/50 00' L ::JMO'l-OVC;n \ZWBI:TZ\OV::>\:Y; OI"jO i tl ~ , ~ t ~ ~ ~ '>t ~ ~ ~ ~ ~ "\ ~ ~ ~ + o WOO U Z........~~ ~!::.O;;: Ol <( OC t- z=> 0<(<(<(0 U)t-t-(.?U) WOO:i:U) ~~~~::E =:;;:z z~ _ ..c.~ ~ _~ -~:::Eo::- ~ OU <5 <5 I~ z a...~~<(~ L5~5ZO:: ~:i:oz~ _ <(lL. ~ W -, ~ 0:: ~ '" z ir o co u. o Cl o ...J .. 4700 W T, Street Minneapolis, MN 55435 LOG OF BORING B-1 BARR Sheet 1 of 1 Project: St. Michaels School I Location: Prior lake, Minnesota I Client: PCl Construction Services, .~ Addition Inc. Barr Project Number: 23f70-133 WKC c.i STANDARD PENETRATION NATURAL DRY Q) TEST DATA DENSITY Cii Cl a: Q) N in blowslft @ (pet) * 2 Cii 0 o/l ~~ 2 ...J c MATERIAL DESCRIPTION 0 ,g > Cl 10 20 30 40 105 115 125 .2 .r:.- :c zO I I Cii a. (ASTM 024B8) a. I- -a: > Q) ltl Q)I-~ SHEAR STRENGTH, kst Water Content, % Q) 0 Ci I'Q ~ 0 W E C/) Qp X UC& TV:l!E Wp W. W, ltl VS D. VSRO I . I en Surface Elev.: 146.9 1 2 3 4 10 20 30 0 "FILL, SILTY CLAYEY SAND (SC-SM), fine to medium ,~ 'H .. grained, with trace fine Gravel, dark brown to black, moist 145.4 '/ 145- CLAYEY SAND (SC), fine to medium grained, brown, moist, 1.5 '/- , loose /,7.; 5 143.4 ' , 7/> y/. SAND (SP), fine to medium grained, with trace fine Gravel, 3.5 .""".....~ \z slight to strong fuel odor, brown, dry to moist, medium dense . .".. 5 ..... ',' 17 ..... . ..... . .. .... ~ 140- .... ',' . ',,'. 19 .... " '. .', . ":'0 ~ 10 .... ',' 18 135.9 .... .' 1\ SAND (SP), fine to medium grained, with trace fine to 11.0 I:::)':~::::,~ 135- medium Gravel, brown, dry to moist, medium dense to - dense ' .::,':', 31 t 1::,<:,..:':::. V ",....,.:. 15 I:':":':::::'~ 20 " .:..., 1,:,::::,\:. 130- ' ....,:'. I ':::: :':...":':'. 17 127.9 ....:-,.'...:: ~ SAND (SP), fine to medium grained, with trace fine to 19.0 ....M ~ 20 medium Gravel, fuel odor, water bearing, medium dense ::,'..,.",. 14 ",: '::-',...., \ I.'..",.:' 125- ' ':, :'::- I,::":'''::'' , ':,':, ~ I'::"''>' \11 22 ':'... . 25 121.9 ::,:..:..., END OF BORING 25.0 "4-inch bituminous surface 120- NOTE: ELEVATION OF EXISTING SOUTH ENTRANCE TO GYMNASIUM = 147.2 30 - Completion Depth: 25.0 Remarks: Benchmark: top nut hydrant NE quad PLEASANT AND DULUTH, Date Boring Started: 4/24/00 ASSUMED = 150.0 feet Dale Boring Completed: 4/24/00 Logged By: Driller SAMPLE TYPES WATER LEVELS Drilling Contractor: Glacial Ridge Drilling and Testing [I] Auger Cutting I Shelby Tube '5l While Drilling: 19 I Drilling Method: HSAlCME AUTOHMR .Y End of Drilling: I ~ Split Spoon [] Rock Core 19.5 0.25 hrs After Drilling: N/A The stratification lines represent approximate boundanes. The tranSition may be gradual. .. 1 T 1- ~8ARR 4700 W 77. 3treet Minneapolis, MN 55435 Project: St. Michaels School Addition I Location: Prior lake, Minnesota I Client: Sheet 1 of 1 PCl Construction SeNices, Inc. Barr Project Number: 23170-133 WKC a; 2 C o ~ > Q) [jJ a; 2 .r: 0. Q) o MATERIAL DESCRIPTION (ASTM 02488) 150- o Surface Elev.: 150.3 'FILL, SILTY CLAYEY SAND (SC-SM), fine to medium grained, dark brown, moist, loose FILL, SAND (SP), fine to medium grained, with fine to medium Gravel brown moist loose -s SILTY CLAYEY SAND (SC-SM), fine to medium grained, I 145- 5 with slight organics, with some fine Gravel, dark brown, moist, loose (possible original topsoil) 1 SILTY SAND (SM), fine to medium grained, with trace fine to medium Gravel, brown, moist, ioose SAND (SP), fine to medium grained with trace fine Gravel, r 140- 10 brown, dry, loose to dense . . . 1 f - J 135- 15 , T j ~ . 130- 20 ~Ir ~ ~17 SAND (SP), fine to medium grained with trace fine Gravel, t - brown, water bearing, medium dense 125- 25 END OF BORING , 'S-inch pea-rock fill at surface 120- 30 " LOG OF BORING B-2 U STANDARD PENETRATION NATURAL DRY OJ TEST DATA DENSITY Cl 0: Q) N in blows/It @ (pel) * 0 ~ ~~ ...J 10 20 30 40 105 115 125 () OJ > 0 1: ~ZO c. -0: <tl Q)f-~ SHEAR STRENGTH, ksf Water Content, % c'5 - a. 0 ~(/) Qp X UC... TY* Wp WN WL <tl VS f::. VSRO I . I (/) 1 2 3 4 10 20 30 'II .~ ,.'.u 147..3. 3.0:':': 146,.3 ':.:: 4.0 ." .: \/1 , "l6J 5 (0 6 o 143.3. . '::h 7.0:' ':- .,~ 10 141.3.'." " 9.0 \11 '101 14 I::'>::'\::'~ '.:::: 19 I:"..::.' :.....' I:":":'::'~ ,:,:,"~ 25 I',.,'::':::. ::': 1:::-:',::::: ':'., ':::: I'::::, ":"0 :"',..,m 32 ...,t.] <:':..: I:' :'::., 127.31':,:- ':: 23.01", 125 .31:::,~,::::'::, A 18 25.0 ~ 1/ M Remarks: 13' cave in. Completion Depth: . Date Boring Started: ")ate Boring Completed: z -Logged By: ~ Drilling Contractor: ~l Drilling Method: o t9 o ...J 25.0 4/24/00 4/24/00 Driller Glacial Ridge Drilling and Testing HSAlCME AUTOHMR [I] Auger Cutting ~ Split Spoon SAMPLE TYPES WATER LEVELS ~ While Drilling: .Y- End of Drilling: 0.25 hrs After Drilling: 24 23 N/A I Shelby Tube (] Rock Core The stratification lines represent approximate boundaries. The transition may be gradual. .. BARR 4700 W 77. 3treet Minneapolis, MN 55435 I Location: Prior lake, Minnesota Project: St. Michaels School Addition '1ii ~ c .2 Cii > Q) w 150- 145- ~. 1 ~ I to 140- " } f 135- j 130- ,j, ~ l 1 Barr Project Number: 23/70-133 WKC Qi ~ .r= 0. Q) o MATERIAL DESCRIPTION (ASTM D2488) o Surface Elev.: 150.7 FILL, SILTY CLAYEY SAND (SC-SM), fine to medium grained, dark brown to black, moist, loose FILL, SILTY SAND (SM), fine to medium grained, with trace 5 bricks and concrete, light brown, moist, loose (NOTE: 5-inch thick concrete slab encountered at 7-foot depth) 10 SAND WITH SILT AND GRAVEL (SP-SM), fine to medium grained, light brown to brown, dry to moist, medium dense 15 SAND (SP), fine to medium grained, with trace fine to medium Gravel. light brown, moist, medium dense 20 SAND (SP), fine to medium grained, with trace fine to 25 "\ medium Gravel, strong fuel odor, light brown, moist, medium I \dense I 125- END OF BORING , ~ ;;; f- a (!) (!) o ...J a: a: <l: m 120- 30 - ...., Q. ~ Completion Depth: M Date Boring Started: t)ate Boring Completed: ~'Logged By: ~ Drilling Contractor: :' Drilling Method: o CJ o ...J LOG OF BORING B-3 I Client: Sheet 1 of 1 PCl Construction Services, Inc. " STANDARD PENETRATION NATURAL DRY Q) TEST DATA DENSITY 0> a: CD N in blows/It @ (pet) * .9 ~ ~* 10 20 30 40 105 115 125 0 ,g >0 :c zO Cl. t- -a: ctl CDI-~ SHEAR STRENGTH, ksf Water Content, % c!5 !og ll. 0 Qp X UCA TV*' Wp WN Wl E en ctl VSf::, VSRO I . I en 1 2 3 4 10 20 30 .. :::1" 146,.7 4.0 <:. < .::~ 5 '::~ 4 140.7:: ': .::N1 16 10.0 >>~ 1,<,',.... . :',.. ~'>.:: \11 ':'::>:.:,:~ 24 ',':> 1.0.:.::,'.. '<:i. rY1 19 ,:.:':,:-.U 1:,:-:,<: :::,'::'::': 132.7,..::,' 18.0 '\:> 1,':':':':',:,"t1 20 I:':":,::,~ 1.<,:,<: . .:..,. I::,:,:":'::: 126.7: ,:.:til 24.0' ",':-::1 XI 16 125.71"::,,: V\I 25.0 Remarks: 16' cave in. SAMPLE TYPES I Shelby Tube (] Rock Core The stratification lines represent approximate boundanes. The transition may be gradual. 25.0 4/24/00 4/24/00 Driller Glacial Ridge Drilling and Testing HSAlCME AUTOHMR [J] Auger Cutting ~ Split Spoon 3 I~ Ol @ \ ~ \ I); II }. . I) ~ ~ WATER LEVELS '5l While Drilling: .Y End of Drilling: 0.25 hrs After Drilling: 24 23 N/A .. BARR 4700 W 7i ' Street Minneapolis, MN 55435 Project: St. Michaels School Addition I location: Prior Lake, Minnesota Barr Project Number: 23f70-133 WK C t.i Ql Ol ex: Ql .9 ~ ~~ t) .~ > 0 =E. I- Zjf ~ CD ~ to- "" a.. 0 (!) E (f) ct:l (f) a; a; 2 C 2 0 ~ ~ is. > Ql Ql 0 iD MATERIAL DESCRIPTION (ASTM D2488) 145- 0 Surface Elev.: 145.3 "FilL, SAND WITH SILT (SP-SM) and CLAYEY SAND (SC), fine to medium grained, with fine Gravel, brown, moist 14~:r'::" .. X 4 ~ '. . .' ". ORGANIC CLAY WITH SAND(OL), black, wet, soft 140- 5 (organic content=3.7%) SAND WITH SILT (SP-SM), fine to medium grained, with trace fine to medium Gravel, brown, moist, loose 141i.3 4.0,:...... .:~ 6 I SAND (SP), fine grained, brown, moist, medium dense r SAND (SP), fine to medium grained, with trace fine to 135- 10 medium Gravel, brown, moist, loose to medium dense 1 ~ 130- 15 i \7 SILTY SAND (SM), fine to medium grained, with trace 125- 20 Gravel, brown, water bearing, medium dense , i LEAN CLAY (Cl), gray, moist, stiff 120- 25 END OF BORING f 0 "3.5-inch bituminous surface Q '" >- 0 (!) (!) 0 ...J a: 30 a: 115- <( lD 138.3 :', :: . .: \11 7.0 '>'~':::J~J 13 136.3 ::,::,":', 9.0,:......\':.~ 17 ':"':'.:': ::..-.:,.:.:,:.~ ",.::.....:.: >:: 22 ':"':':"::':' ':/'::':':L- ":,::.::.'M 7 .<..:~<.~ ":'.:': ,::".:..',. . ": ::-: 126.3:':':,'. 19.0 ':\ ~ 12 ,..: . . ":, :,';':': I:....::.> " .,', 1<:..:.:',',:::: 1~~~iii1 18 12u.3 01 2$.0 f .., Q. ~ Completion Depth: M Date Boring Started: , ," Date Boring Completed: ~ Logged By: ~ Drilling Contractor: ~I Drilling Method: o (!) o ...J [I] Auger Cutting ~ Split Spoon I Shelby Tube Il Rock Core Remarks: 14' cave in. 25.0 4/24/00 4/24/00 Driller Glacial Ridge Drilling and Testing HSAlCME AUTOHMR SAMPLE TYPES The stratification lines represent approximate boundanes. The transition may be gradual. LOG OF BORING B-4 I Client: Sheet 1 of 1 PCl Construction Services, Inc. STANDARD PENETRATION TEST DATA N in blowslft @ 10 20 30 40 I NATURAL DRY DENSITY (pel) * 105 115 125 I SHEAR STRENGTH, ksf Qp X UC ... TV * VS r:,. VSR 0 1 234 Water Content, % Wp WN WL I . I 10 20 30 . 24.2 ) o \ ~ WATER LEVELS '5l While Drilling: .Y End of Drilling: 0.25 hrs After Drilling: 18 23 N/A . BARR 4700 W 77. 3treet Minneapolis, MN 55435 LOG OF BORING B-5 Project: St. Michaels School Addition I Location: Prior lake, Minnesota I Client: Sheet 1 of 1 PCl Construction Services, Inc. Barr Project Number: 23170-133 WKC t.i STANDARD PENETRATION NATURAL DRY Q) TEST DATA DENSITY Ol 0: Q) N in blows/It @ (pel) * 0 oC:S ~~ ....J 10 20 30 40 () .~ > Cl 105 115 125 :c zO I 0- ~ .0: <ll Q) ~ ~ SHEAR STRENGTH, ksf Water Content, % c'B Q. a.. 0 Qp X UC. TV* Wp WN WL E (/) <ll VSL:. VSRO I . I (/) 1 2 3 4 10 20 30 .' Qi Qi ~ C ~ MATERIAL DESCRIPTION 0 ~ ~ Q. (ASTM 02488) > Q) Q) Cl iIi Surface Elev.: 144.5 0 *Flll, SilTY SAND (SM), fine to medium grained, dark ,brown to black moist SilTY SAND (SM), fine to medium grained, with a little Gravel, brown, moist, loose SilTY SAND (SM), fine to medium grained, with trace fine Gravel, brown, moist, loose 140- 5 SAND (SP), fine to medium grained, with trace fine to medium Gravel, brown, dry, medium dense 1- inch seam of Ml present 135- 10 SAND (SP), fine to medium grained, with trace fine to medium Gravel, light brown to brown, dry, medium dense . ~ 130- 15 143.5 ': 1.0 -:':. . 7 7 @ . 15.7 , ..., i 120- 25 l' 0 !2 ;;; f- e (:J (:J 0 115- -' 0: 30 0: <( <Il lEAN CLAY (Cl), fine to medium grained, gray, moist, very stiff ~ \ \ I\~ ~ / I / 16 \ \ [ I J i , 1 ,b r- SAND (SP), fine to medium grained, with trace Gravel, brown, water bearing, medium dense 125- 20 (NOTE: strong fuel oil odor at 19-foot depth) END OF BORING *4-inch bituminous surface ..., n.. ~ Completion Depth: E Date Boring Started: ')ate Boring Completed: ~ 'Logged By: ~ Drilling Contractor: ~I Drilling Method: o (:J o -' 25.0 4/24/00 4/24/00 Driller Glacial Ridge Drilling and Testing HSA/CME AUTOHMR Remarks: 13' cave in. [I] Auger Cutting ~ Split Spoon I Shelby Tube [] Rock Core WATER lEVELS '5l While Drilling: .Y End of Drilling: 0.25 hrs After Drilling: 18 23 N/A SAMPLE TYPES The stratlflcalion lines represent approximate boundanes. The transition may be gradual. z a: o '" u. o CJ o ...J .. 4700 W 77 L. Street Minneapolis, MN 55435 LOG OF BORING B-6 BARR Sheet 1 of 1 Project: St. Michaels School I Location: Prior lake, Minnesota I Client: PCl Construction Services, Addition Inc. Barr Project Number: 23170-133 WKC c..i STANDARD PENETRATION NATURAL DRY OJ TEST DATA DENSITY Q) OJ 0:: OJ N in blows/It @ (pel) * 2 Q) 0 c<:I ~~ 2 MATERIAL DESCRIPTION -! OJ 10 20 30 40 105 115 125 c:- u ,s:- >0 .Q ~ (ASTM D2488) :E zO I iii C. c. I- -0:: > OJ ~ OJ I-~ SHEAR STRENGTH, ksf Water Content, % OJ 0 ~ '9 Cl.o Qp X UC. TV* Wp WN LiJ E (f) W, <ll VS t:. VSRO I . I (f) Surface Elev.: 154.1 1 2 3 4 10 20 30 0 LEAN CLAY (CL), with Organics, dark brown, moist ~.~ 9J 153.1 SILTY SAND (SM), fine to medium grained, with trace fine 1.0 Gravel, brown, moist, medium dense :,:V 1 :'.^ 11 151.1 ' . SAND (SP), fine to medium grained, with trace fine Gravel, 3.0 ......... 150- brown, moist to dry, medium dense ~ ~ ........ 12 . 5 ...... "- ,14.1 .. "'~ ...... ~ 31 146.1 .... '. SAND (SP), fine to medium grained, with some fine Gravel, 8.0 0::.:: 145- brown, dry, medium dense 1.,:.,,::-, f\i1 ; ) 144.1 ,-':-,':<': 30 10 SAND (SP), fine to medium grained, with fine Gravel, brown, 10.0 ",:.: ~ dry, medium dense I:' '...:,. .' .:.',. M I) ",::: 28 ,.,::',." ~ 141.1 ':'.,: f SAND (SP). fine to medium grained, with trace fine Gravel, 13,0 ":-"': brown, moist, medium dense I:':, 140- ," ~ iJ 15 "",:: 17 138.6 END OF BORING 15.5 135- 20 130- 25 125- 30 - Completion Depth: 25,0 Remarks: 9' cave in. Date Boring Started: 4/24/00 ")ate Boring Completed: 4/24/00 "Logged By: Driller SAMPLE TYPES WATER lEVELS Drilling Contractor: Glacial Ridge Drilling and Testing [J] Auger Cutting I Shelby Tube While Drilling: Dry I Drilling Method: HSAlCME AUTOHMR I o Split Spoon [] Rock Core End of Drilling: Dry 0.25 hrs After Drilling: N/A The stratification lines represent approximate boundaries. The transition may be gradual. ! 'J' i i [ f lo l. ; -r o 2 .,., I- o CJ CJ o ...J CI CI <l: '" I t ~ -, a. CJ '" '" ~ 0 ~ >- 0 (:J (:J 0 ...J a: a: <! In f .., Cl. { (:J ..; ~ '-' z a: 0 In 11. 0 8 ...J - . 4700 W 77.. 3treet Minneapolis, MN 55435 LOG OF BORING B-7 BARR Sheet 1 of 1 Project: St. Michaels School I Location: Prior lake, Minnesota I Client: PCl Construction Services, Addition , Inc. Barr Project Number: 23170-133 WKC t.i STANDARD PENETRATION NATURAL DRY Q) TEST DATA DENSITY a; Cl a: Q) N in blows/It @ (pet) * 2 a; 0 c/S -ffi~ 2 ....J ,~ 10 20 30 40 105 115 125 C MATERIAL DESCRIPTION u >0 .Q ~ (ASTM D2488) :c zO I rn li c. I- -a: > Q) ~ Q) I-~ SHEAR STRENGTH, kst Water Content, % OJ Cl CJ c.. a.. 0 Qp X UC .& TV*' Wp WN Wl [jJ E C/) <1l VS~ VSRO I . I C/) Surface Elev.: 146.5 1 2 3 4 10 20 30 0 SILTY SAND (SM), fine grained with Organics, black, moist 1455' '.., ,I SILTY CLAYEY SAND (SC-SM), fine grained, brown, moist, 1,0 ,/ 145- "~:I very loose ,?'~X 4 ~ 1435 SILTY SAND (SM), fine to medium grained, brown, moist, 3,0: loose ' . ::':\i1 t 5 141 5:' 7 . SILTY SAND (SM), fine to medium grained, with trace fine 5,0,: .),j 10.;; Gravel, light brown, dry, medium dense . , .. 1\ 140- .:':~ 18 .. 137,5, ..... . SAND (SP), fine to medium grained, with trace fine to 9.0 :","','....::, ~ ) 10 medium Gravel, brown, dry, medium dense 20 ::.. \1 135- :0.::,,:,:::, ~ ::>.',. ,:'.:.., ,~:::. 31 ~ 1 .':,<.,'. :....:::: ~ 1 ::: 15 : ,,',":',:': 31 131..0: END OF BORING 15.5 130- 20 125- 25 120- 30 Completion Depth: 25,0 Remarks: 1 0' cave in. ., Date Boring Started: 4/24/00 :Jate Boring Completed: 4/24/00 Logged By: Driller SAMPLE TYPES WATER lEVELS Drilling Contractor: Glacial Ridge Drilling and Testing ~ Auger Cutting I Shelby Tube While Drilling: Dry I Drilling Method: HSNCME AUTOHMR End of Drilling: Dry I ~ Split Spoon (] Rock Core 0.25 hrs After Drilling: N/A The stratification lines represent approximate boundaries. The transition may be gradual. I I f I ~ dARR Stan\..drd Guide to BoringlTt...Jt Pit Logs t The Unified Soil Classification System Representative Particle Sizes Boulders > 12" SOIL a..AlISIACATlON Cobbles 12" to 3" CRITEllI'" FOR _ _ rnacu AND - GROl.P NAME . ___~'IOI'lYTESTr lMoIilOl. Coarse gravel 3" to 3/4" 0AAVl!L8 CLEAN lIIlAVI!I.I CIa . ... !Seu r aNi ~....' Fine gravel I -....-- ~ .... K ..... 3/4" to No.4 sieve -- eu.._I.cc.r GP r-r plod .... a~ ~onNa." Coarse sand NO.4 to No. 10 Sieves - GRAVELS WITH _-"..I&....J.fi OM 8IIy .... ... Ii -- Medium sand No. 10 to No. 40 Sieves ..". .... ,... .... _-,.a....CH QC CIoyoy ...., ... Fine sand No. 40 to No. 200 Sieves n 1lAND8 CUAN MNDI CIa....' IOosr I1W WeI1JndeCI -.:t I !O'I. or mare 01 ~_K"'" Silt No. 200 Sieve to 0.??oo75" -- eu.._, .cc.r IP I'ocIly plod.-1 I -.....- IAHDI WITH 1'lNe' _-".I&....J.fi .... --... Clay Finer than 0.??oo75" _.... 11% .... _-,.a....CH ec CIoyoy -... SILTS AND Q..\VS "-*' CL L.-. day "" Relative Density of Sands and Silts Uill*I ..... - ",,.7 n ptlII on or Ilbc:lw .A~"" HI _10 PI c4or_ bIIow'At....1 SIt"" N- Value Relative Density I&. "I~ ..... liUd ~. .,., dMd c 0-'71 Cll. =::c < 5 BPF Very loose (D, <15%) til Uill*Ihft.....- i'Z aIL T8 AND Q..\VI "-*' Plplolo....._....... CH Fill day ~ 5 to 10 BPF Loose (0, up to 35%) Uill*I ..... 10 ... ..... PI plolo""" ........ IolH _oil"" II to 30 BPF Medium dense (0, up to 65%) ..... l.Jm*f .,.. .. GlMn ~ c 0.71 OH =:c 31 to 50 BPF Dense (Dr up to 85%) Uill*I-.....- ~.....- ~..... _. _In aD,......... I'T POIII >50 BPF Very dense (Dr >85%) odor _.. lho.-otoJ.-..a" Ml ~- Do r_~ua..foL.__I)'ITDoIGC-OM. Relative Consistency of Clays L b. ._ _ _nod __....-.. odd.,., 8C.sM. ClIObtI'_ .-dJoI boUden- ~ V'OUP ,.".. .. . _ are ....... odd .,., ..... __ Il _...... N-value Relative Consistency Co __5"I2%_~_~ L .101_. ,no u-ol. odd 'will..... Il_ C3W.aM -'lI- ~ _ oil -. OW4C ~...., _ day ~ . lhollJAd .... one! pluIlOly _ pIoIln -.. .... .. <2 BPF Very soft (Qp <.25 tsf) OP4a.I poorly"- ~ - oil _....... 101 loa a..foL. oIllyaloy, lOP-GC poorly"- ~ - day Il. .101_ "Il """....... 2llO,-"" UI'd'... 2 and 3 BPF Soft (Qp up to .50 tsf) .__51l12%_~_~ _'-_10 prwdorMwL "11W-6M ~.... _ oil L .101_........ No. 2llO. ~_ 4 to 7 BPF - SW-8C -.v- """" - dIly .- 'MroIIf"_-. Medium (Qp up to 1.0 tsf) BP-llIol poorly g_ .... _ oil 1ft. . o0?I...-............ 2llO. ~ u-ol. SI4lC poorly"- MIld _ dIly odd~"__ 8 to 15BPF Stiff (Qp up to 2.0 tsf) ., OJ . 0,;0,. Co. (D,J' rL PI ~.. n pIclII: an 0I11bow -A-line. 0. PI <II "or p6c* beDw -A- In&. 16 to 30 BPF Very stiff (Qp up to 4.0 tsf) O"...D" p. III ptoII; on 01' MloW .A- .... I. .001_ .1..... odd _ UI'd' Il _-. q. PI plolo ...... .....lnL >30 BPF Hard (Qp >4.0 tsf) liO 1/ : For cl...lflcatlo. of tl.........IIII4 .OUI / V o~ f ,......1"" f...ctlOll of _rtt-...-,od " H " Miscellaneous Symbols 50 ~ l' Q. / ~J; .,:~ / ~ x Qp: Undrained shear strength from pocket penetrometer w 0 40 / V z v~ 1/ UC: Undrained shear strength from unconfined compression - " >- '" = " TV: Undrained shear strength from Torvane 30 / / ~ /1 WN: Natural moisture content i ... ,/ III ,/ <( %0 / V MH WL: liquid limit ..J " Q. ,/ v"/ Wp: Plastic limit 1/ 10 /1 / 7ML WH: Penetration test sampler produced 1 foot penetration 7 - 4V I I I under weight of rods and hammer alone. No driving required, 00 10 1620 30 40 50 10 70 10 to 100 110 LIQUID LIMIT ILL) WR: Penetration test sampler produced 1 foot penetration under weight of rods alone. No driving required. Exploration Methods P"'''etration test borings were perfonned according to ASTM Test Method 0 1586. ".t auger borings were perfonned according to ASTM Test Method 0 1452. Test pits were perfonned with a backhoe. " l [ r 1 I '- f i SITE LAYOUT PLAN NOTES 1. DIMENSIONS SHOWN TO BUILDING ARE TO EXTERIOR FACE OF EXTERIOR MASONRY. 2. DIMENSIONS SHOWN TO CURBS ARE TO THE BACK OF CURBS. 3. AN AUTOCADD DISK IS AVAILABLE OF THE SITE LAYOUT PLAN IF THE CONlRACTOR DESIRES FOR EASE IN STAKING PURPOSES. NOTIFY THE A-E 5 WORKING DAYS PRIOR TO THE DATE THE DISK IS NEEDED. ~TACT THE A-E FOR ClARIFICATION SHOULD THERE BE A CONFUCT BETWEEN D1MENSICJ.lS SHOWN ON THE SITE PLAN AND CADD DIMENSIONS. .. EEEE [2]......., ~~. - :. .,' . '. . ... . LOT PARAllEL ~DICULAR TO PPERTY UNE. \ II~ ~ ~ ~ ~ 8 ~ 3- ASPHALT PAVEMENT @ .- CONCRETE SIDEWALK @ r CONCRETE PAVEMENT @ ~ 8612 CURB ~ ~ a: GUTTER . .~ ---- J : ~ 8. (> ( > ~ ~'\ _(,o,~ l~ ~ ~. ~(D':N~ ~/- / / ~ STAllS /~ < ~/ ~~ ~ G;;)UGHTPOL~SE- < /// ~ / ,/ ~ y /' ~//// ~ V / ~ ~ ~ // // 18.00' 1 ~ /~1 ^ ~ .~. 2 < ~ ~ N oot' - ( ~ ') < II in ad o ~ : ~ en It) 30.00' ~ ( ( > ~ ( I ( > < < 8 ~ . ....r- ~ w~ ~. ~~~ ~~ 25.00......::~ I. 1 IS. U\f 1 L \ 18.~ lIS. UU ~ 1 ~ ~ ~ . '" to . OJ ~ <. I ..00' ./ ) in ad o 1) ( 1 ~ BUS UNLOADING BEfORE SCHOOL AND BUS LOADING AFTER (PAINT STRIPING Nle) ~ en fa I--. '" '" -- - ...., "V "V ....,. V"'-~~ ~ ~ CONCRETE ( ~ INTEGRAl CURB , , '. ~ \ I ll?-.\"-<\:',":\ J/ ~ 1){\ :;'.*~E~~~A~@~"6':':\J /1 I T I I I . .... . NO'2 05.2 ~~ ,. .. ... .., ... . "... .. 4" ~ < " ., ...... '... -.. .. ) .. ".... ."..".. ...... ........ .... ".... .. .'" 11 ~ , " . iI' , " "-. '. . .... .'. ,... .' '. ~~ ) ~ r,^--~~ A..A A CONCRETE ENlRANC~ -=- "I ......... --...,.-............." A- CTY OF PRIOR LAKE PUBLIC WORKS EXISTING 6 WA TERMAIN >DEPT. STANDARD PlATE NO. 508,,> '- ~~ ~ 30.00' ~. ~ .~. EJ E - tfq,. EJ - - - [0] - - ~ I--- ~ ~ 1..6.00 3: I ~ lRENCH DRAIN -.........= ~N03 ~ A- A.. 1 A.. ......... ~ >> I i / f";'\ CONCRETE CURB / @9 AND GUTTER "~ I r--... ^ ~ NO RT H SITE LAYOUT PLAN 1" = 20' -0" ~ - - ,...--- - - v-"" R - EJ ~ I ~ \ ~~ i ~ (( ~"". @ CONCRETE 1 MATCH EXI- ~ 1 WALK AllGN I I ATTACHMENT C2 TO POST-BID ADDENDUM NO. 1 DATED DECEMBER 4, 2000