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Home My WebLink AboutPermits 01-1179,1180,1351,1316 CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT ~See ~/50 5418 Cottonwood Lane Prior Lake, MN 55382 LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION OWNER (Name) 1. White File 2. Pink City 3. Yellow Applicant / PERMIT NO. 0 ~ . PIDd Metro Cabinets, American Glass & Mirror (Phone) 952-447-7722 (Address) 5418 Cottonwood Lane, Prior Lake, MN 55382 EFH Co. BUILDER (Name) (Contact Name) (Address) (Phone) (Phone) teLl.- ~lIO." - 952-890-6450 952-890-6450 "Z- 3";3- 13/~ #206 Lee Monson 2999 W. County Road 42, Burnsville, MN 55306 o Deck TYPE OF WORK ~ New Construction Addition DLower Level Finish o Fireplace PROJECT COST IV ALUE (excluding land) S 124 ,720 . 00 o Misc. OPorch ORe-Roofing ORe-Siding Dutility Connection 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...!'urthermore, I hereby agree that the city official or a designee may enter upon e property to perform needed inspections. --.......... . cr/-;-r/d( Date x Permit Valuation ~7.S &~~. Permit Fee $ Plan Check Fee $ State Surcharge $ Penalty $ Plumbing Permit Fee $ Mechanical Permit Fee $ Sewer & Water Permit Fee $ Gas Fireplace Permit Fee $ ecomes Your Building Permit When Approved 10 -fB .260t Date $ $ $ $ $ $ $ $ $S 3, I ~ptNO;333 DAddition DAlteration e; s::>.. 00 , \ Cb. 00 I 200..-(90 t'JOO.OQ Contractor's License No. Park Support Fee SAC # This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document ~~~e:d~igned by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be -c;:,..-~ _f,o)[e,(e.l ~ ~~ ~~- 109 Director Date ~Specia1 Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 ...--/ # Water Meter Size 5/8"; I"; Pressure Reducer Sewer IW ater Connection Fu Water Tower Fee Builder's Deposit Other TOTAL DUE -.-'#' # I Paid ;5 ~3~' I~ Date /0 - d- -0 J CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT /" _ I .;;:> Ce, Ct/ > 0 Date Rec'd 1. White File 2. Pink City 3 . Yellow Applicant (fll- 1(79 I PERMIT NOO/_ /I~O ZONING (office use) LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID 1-0 OWNER (Name) (Address) fVl, rrif (Phone) 9Jd. -1'17- ~ 1.)-1 BUILDER (Name) (Contact Name) (Address) t=F11 Ca. l.ee fYhn&Nl t) C (Phone) Cj~J.. ~ -/, rSV (Phone) 9fJ.. - 81:J -(,'1rO <:J!.{(' "J--dt.d-1Jlf TYPE OF WORK ~e~t,~n OLower Level Finish o Deck o Fireplace o Porch OAddition ORe-Roofing ORe-Siding o Misc. PROJECT COST IV ALUE (excluding land) $ 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 the roperty to perform needed inspections. x Signature Contractor's License No. pl/)" /0/ , Date Permit Valuation Park Support Fee # $ SAC # $ Water Meter Size 5/8"; 1"; $ Pressure Reducer $ Sewer/Water Connection Fee # $ Water Tower Fee # $ Builder's Deposit $ Other $ TOTAL DUE $ CJ - Permit Fee $ Plan Check Fee $ State Surcharge $ Penalty $ Plumbing Permit Fee $ Mechanical Permit Fee $ Sewer & Water Permit Fee $ Gas Fireplace Permit Fee $ ~~O.~~ ~. ~40?:a.:: Jo -If; -2aJ / I ~:~ 1()~~~OI comes Your Building Permit When Approved Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document !.:',by ~"'. _ c"",,", ,r7nofug romp_ ~d """" """"""'" :;'_. ...". _""Y.' C"",,", "'-.... '" ~ ~~/tf;{tP1. ~ ~~~ (.t>~l<f'~~ Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 CITY OF PRIOR LAKE HEATING/AIR CONDITIONING/FIREPLACE PERMIT Date Rec'd ~1U;:!fJ/ADDtJ<~f-r#-OI-IL!.Be 2. Green Cily. I PE~IT NO. DI- /35 / I 3. Yellow Apphcant _ _ . Plc;ase e or rint and si at bottom AI;>DRESS ZONING (office use) 5''-1 \ ~ C ~~ ~ 00 ~ \..~ , 1- z.q-ol LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID2.5--.313- OOl -0 (Phone) <\" ~ -\ '" ,- ,,~ OWNER (Njime) (Avdress) .[\ \ --. \\ M Jl. ,,' ,\ l 0\ "\ (l- ~~ S ~ ~ \ r -r u.-- ~ rH.. S'-\\~ \ lD\\-~,,\r{ \.)I,j~ \..4w... (Jy~~- \.~ \LL AFPLICANT . '^ \ ~- (l'{ame) V\"'~f\:) n, r- -L Y\ (", (A!)dress) \ ~ ~ ~ \J "-l ~ \ L l.l~ A. \I "- (Address) (Ct,mtact Person) N l\ v\ 1:..-\/ S L~~ ~ '- \ "- AP.PLICANT SIGNATURE 0'{\l;JV\M..1l.~AJ,,^- (Phone) C\ S :~.. \,-\ \\ l- ~ \ ~ ~{ ~ "Cl- lL. \~ \\~\J s s, '~'-rd. (City) (Zip Code) (Phone) 9 ~ ~ - "\ "" r- 'l$ \ ~.'1 DATE \ \ -~ J - \ DNEW CONSTRUCTION o REPLACEMENT J:(I ALTERATIONS FU~NACE MAKE AND MODEL ~ Q.. -\. '- L \ 1 '0~ ~ \.~ w'-\~ '" S,'s f \ ':) S' fJ FU EL V,,;-. FLVE SIZE RETURN OPENINGS INPUT OUTPUT TYPE OF SYSTEM REA TING OR POWER PLANT . DWarm Air Plants o Steam PLEASE NOTE: DGravity o Hot Water Air Conditioner Units o Mechanical o Radiation Cannot Encroach into DAir Conditioning o Special Devices Required Side Yard DVent. System o Other Devices Setbacks FI~EPLACE MAKE AND MODEL APPLICANT PLEASE COMPLETE BELOW Indllstrial, Commercial & Mulli-Famiiy FEE SCHEDULE I % of job cost Residential, Gas Fireplace $39.50 minimum $99.50 Residential, Additions & Alterations $64.50 Residential, AC Only $j9.50 Re~jdential. Heating & AIC (New Construction) Re~idential. Heating Only (New Construction) $39.50 $39.50 Estimated Cost $ .'" ~~ ~00/ Building Permit # HEATING PERMIT FEE STATE SURCHARGE TOTAL PERMIT FEE $ '1CJ"'~ $ .50 $ '-\~ ~r I paid4-tJ. 0 0 Date 3 0 I 12-.... .... 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 Pl~G wi o/~ //80 CITY OF PRIOR LAKE {' t 3 -0/1. ~ite I 2. Pmk BUILDING PERMIT, 3. Yellow TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT File City Applicant Permit No. 01-/3/6 DIRECTIONS SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) 2. SITE ADDRESS 1. DATE II BUILDING INFORMATION 11. SIZE OF STRUCTURE (Height) (WIdth) (Depth) 51-Ie COT,O,v-j..JOOO 3. LEGAL DESCRIPTION LOT (p BLOCK z.. 13/UJ 0 JC.S 1/ / l.I/..16 Lft.u~ 12. NO. OF STORIES I 4. OWNER (Name) fV\tr~D(A6IJJE.TS 5. ARCHITECT (Name) PID ZS- '02/- D /2 -0 H IlA~ S 4-'TH 13. TYPE OF CONSTRUCTION ADDITION (Tel. No.) 14. FLOOR AREA APPORTIONMENT USE (Address) (Tel. No.) 7. TYPE OF WORK New Construction 0 15. NUMBER OF OCCUPANTS OR SEATS OCCUPANTS SEATS 16. ESTIMATED VALUE 6. BUILDER 17. COMPLETION DATE Depth Yes No . 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 entioned property and t all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the ial can rev~ t' r for st c e. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform ne ed i pections. ,,( r.- Dooo 8 II /2. 0 I Ucense No. FOR ADMINISTRATIVE USE Front Back Side Side MATERIAL FILED WITH APPUCATION SOIL TESTS 0 ENERGY DATA 0 SETBACKS: Required Actual PROPOSED GRADE FOUNDATION IN RELATION TO CURB OR CROWN OF STREET USE OF BUILDING OFF STREET PARKING SPACES REO. SPACES ON PLAN PERMIT VALUATION 5,1!JoO .t!)O PILING LOGS 0 PLANS & SPECS 0 SURVEY 0 PLOT PLAN 0 PERCOLATION TESTS 0 SETS COPIES TYPE OF CONSTRUCTION: I II III IV V City: Amount Brought Forward .. .... .... .. .. .... $ Park Support Fee ........................... $ SAC ......................................... $ Collective Street Fee ....................... $ SewerTap ................................... $ Ucense Check Fee ......................... $ Pressure Reducer .......................... $ Meter Horn ................................... $ Water Meter ................................. $ o Sewer & Water Connection Fee ........... $ o Water Tower Fee ........................... $ Occupancy Group A BEl H R M DMsion 1 2 3 4 Plan Checking Fee ......................... $ State Surcharge ............................. $ Penalty ....................................... $ Septic System ............................... $ 1\ \. 2S" ra.3(_ 2.S-0 Permit Fee ................................... $ Check if Deferred r Building Permit When Approved. Date II-Lto'-O(_ Issued Date B This Is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed requested. This document when signed By the City Planner constitutes a temporary CertifIcate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. City Planner Date Special Conditions ~ any 24 Hour notice for all inspections 447.4230 9:00 a.m. . 10:00 a.m. White - Building Canary - Engineering Pink - Planning Th. C.nt., or th. Llk. Country BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT 15/L tilt' IJel3t 'r ~ tJYO-t c::c-+; oJ , APPLICATION RECEIVED II - 13-0/ I The Building, Engineering, and Planning Departments have reviewed the building permit application for cO;i;? acti&ffi~o:;~~ W Accepted >- Denied Reviewed By: Comments: I. Rov,'&L "ft. St' b. \'\0'1\ ~ \t')r ( V ~b' 2. Pt-oUI'J.... -Grre ptnkc.-t- ,'eN\. lJ~ cJ\I.U~ d.o~JS Date: //- / f -01 liThe issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid.1I White - Building Canary - Engineering Pink - Planning Thf ('rnttr of Ihf t.kf Counlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT E P /I- (11) . APPLICATION RECEIVED 9- 02S - {) I The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: I 5 '-//~ (lDfftJ/J wadC/-- Accepted Accepted With Corrections ~ Denied ?If)~ Date: /#-I#- 2&'/ , Reviewed By: Comments: R~ C(({ atl-~ ~cv-tJ ~ liThe issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." White - Building Canary - Engineering Pink - Planning Th. C.nl.. of lh. tok. COllnlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT C;' f-- /I I>> 4 APPLICATION RECEIVED /1- ,)5- () I The Building, Engineering, and Planning Departments have reviewed the building permit application for construction a. ,~tiVity w. /.h~Ch is. proposed at: . / :...:) '-II ~ ( i 0 -II 0 Iv IA....k:JO Q/-- Accepted V Accepted With Corrections Denied Reviewed By:~e~~.I1 Com~ts: Date: tD/t~ 1&1 . A~ 5P.P ~k",~ ~ l~ - p~ \ ..~~~~~s~~~~~ . liThe issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permit)) presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. II . ~. White - Building Canary - Engineering Pink - Planning Th. (".nlor 01 rh. Lab Counlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT E ,c /I- ('I2J . APPLICATION RECEIVED 9- c;J.5 - () I The Building, Engineering, and Planning Departments have reviewed the building permit application for construction. activity which is proposed at: I :5 L/ / r? () 0 If (j;U wCJC) at-- Accepted V Accepted With Corrections Denied Reviewed By:q.4A~~~ CO~!JWflts: , Date: ID/t~/6?1 . AtlG...., ~-P ~~~.e~ q /-/~ -p~'-"'\ \ .~ "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. Permit$ presurping to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." - "':,.-......,.r-:-"..,..f'.,.~....."l..,\,rl'.....-......, 'to':,Jf" " -. .......~~.. l~..._",o',. '\.'.f~"'.;'T"'; .."-'0 "'" ~ ~ ,. ~l""'. "'"".-..;.-""'....t..';t..........-,.;-,.. 'i.h..~.'-.\<(:. \~t...u'~~~~" \.,~"J.~,~..IfJ..~, White - Building Canary - Engineering Pink - Planning Th. C .n... or .h. uk< C Gun.ry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT E F I/- (J L; ~ APPLICATION RECEIVED 9- 02S - () I The Building. Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: / . 5 Lj!~ a ofltJAJ wcJdel-- Accepted Denied Reviewed By: tJlJi3 Date: 10 - /0--0/ Comments: See Reverse Side for Additional Information! )( , Accepted With Corrections C C -rJ.c., {.,vc.J..t Ov\ ~ I) -H-c /'\ \v'CJCJd. l..r( v5 1Yl4" 'fa tJ.5 ~,. J.t I tJ'II/l/ I .f;.() ~ .. See Attachments: 1) Grading Plan, 2) Erosion Control Measures 3) Erosion Control Plan "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 c~de or other ordinances of the jurisdiction shall not be valid." ..~ ; ~-h-~_CoJo/ ~-, ~ \ /0-( -of Yes No ATTACHMENT B COMMERCIAL BUilDING PERMIT REQUIREMENTS 1. 2. 3. Building Permit Application.. Completed City of Prior lake Plan Review Form. Forms are available from the Building Department. Letter from the Metropolitan Waste Control Commission assigning the number of SAC units to the building. Contact: Don Bluhm #229-2116 Roger Janzig #229-2119 4. Plans for all plumbing in Commercial Buildings must be examined and approved by the Minnesota Department of Health prior to permit issue. Contact: State Plumbing (Plan Review) #627-5130 5. Total value of the building and value of subcontracts for: HVAC, interior plumbing, sewer and water, storm sewer, sprinkler system and any other subcontracts that require a separate permit, must be stated on permit application. 6. Planning Department approval. 7. Engineering Department approval. 8. Approval letter from any other Governmental agencies if required. (I.e.: County Health Department, Watershed District, etc.) 9. Four complete sets of plans (one set each for the Planning Department, Engineering Department, Building Department, and Fire Department). Plans must include architectural, structural, HVAC, site grading and landscape plans. Plans must be signed by the appropriate design professionals. 10. Two sets of specifications. 11. Documentation for all fire related assemblies and firestopping materials. 12. Soil test report. 13. Energy calculations. Heat loss/heat gain calculations. 14. Water Supply. An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which buildings or portions of buildmgs are hereafter constructed. When any portion of the building protected is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the building, there shall be provided, when required by the chief, on-site hydrants and mains capable of supplying the required fire flow. 15. Area provided for recyclable materials. SBC 1305.1370. 16. Numbers or addresses must be provided on new buildings and must be plainly visible and legible from the fronting street or road. All numbers must be at least four inches in height and be reflectorized. CG Ord. Sec. 22-9. 17. In all districts, rooftop mechanical equipment shall be screened from view with materials similar to or compatible in design and color with those used on the primary structure. CG Ord. No. 248, Sec. 23: CG Ord. No. 333, Sec. 1. 18. For all new construction or major alterations to existing structures, the following standards apply to the placement and construction specifications of trash enclosure of trash enclosure structures. CG Ord 28- 39(b). 19. Fire Department Lock Box Order Form Yes 20. Retaining Walls Yes_ 21. Post Indicator valve Req. Yes No No No 16200 ~~~.OO?J< Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (61 447-4230 / Fax (612) t~7-4245 AN EQUAL OPPORTUNITY EMPLOYER ATTACHMENT D TOTAL OCCUPANT LOAD USC 1002 Total Occupant Load. Show breakdown of various occupancies, separation walls or other occupant load break points for determining total occupancy load. Attach separate sheets if required. Room Name Room Number Area (SF) Occupant Load Factor USC Table 10A OCCUPANT LOAD ~tJ- M~tt'4:J Cctl.o/vl.ek o \1>c..e. ~ ,"( 6 , rd ~~ &/~a$ ~ZtJO c,cc. r '-/ . t 2- ~ ~ . '-{ '2-- C2~l~~ "'=- . ----~--- A~ o~, ~4t" GJ7 ~(O<f 00 ~/ L '2!1 ~.9~ 31 . D (g 2- &:+-~.~ ~ -zcr M.~~ , 6>.tt:ee CJ' G ':'-2.00 ~fA.\Avr...c~....,-. tt,6c!lO \ '2.00 - , ~~A 4000 I 5~ - --..--------- ~ ~ ...,-- . ~. f1.~~. '- o t.~'c.-f> ---------..----.--- eat{ .;. z.oo !:> '"20 , 7!:.(.., PLAN REV 14 ATTACHMENT F SNOW LOAD COMPLIANCE CALCULATIONS USC 1605.4, Table 16-C Provide details and engineering on any roof areas subject to increased snow loads. Show calculations and sketches. Attach separate sheets if required. PLAN REV 16 <. t. METRO AIR. f HEATING, COOLING & VENTILATION 16980 WELCOME AVE., SE PRIOR LAKE, MN 55372 PH. (952) 447-8124 FAX (952) 447-8126 www.metroair-mn.com POSAL SUBMITTED TO , .~ \.a.....:; - Page No. Of \ Pages '.l:\I\.c:... PHONE 44,.3lS- JOB NAME JOB LOCATION DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for: ;~+\",~_d:." C'()1.M.I:>vJ"'~,!,,, 1\\.....:5:>1{'" n\Kt'C> s~lf:"tA.A.c:\ :'+-\l~ '"' g .I' i:=.. }(..~~~ \""-\ ~"'~ -~/ \ h P~,,:ft.1,.~hQ,,^~Sc..hl.UCt-\.\.~" 'S"'t'SP tSS::N.. t5":t, (;'.QO l? l-U,.., Rt'-'\- ~.....,:> ~ ll.-.....I ~ '. . . nn' .._....:bA~~ .L-.o!.~.L.~"':kM."'l~... C-e.''.t...V\., .... ~~~y , ""-1:hH.~c...\t..U\e. \ . . o::.~dl'^-\:J:::\I!.....:\:A.\.\.t:...~..,.'\\c..v\N\ kn).......+-t ~"..A A I.. V" ..:t:~ '\-rlt. ke_ i I In' r:--.' ; ~ ~S~~~\EJ'.~r.lrn""lA'-..u4G-.:q ",or'v. \ '.I E.l~<-..i-""c:t WU"O~lo"^1. b J' o~s ~ ~f'wJ-e.. .::I::'vt-4 ~rtH""'l( 2> ~f~~t. '-l..,,\ ~_,__ , C-b ~"'~-b.(!) "" tCk'\~ :.:t::",-.ht.k<e,,~, ..+0 e::k'~\ '\-\.'\ ~. t t+-'E'''l.I-e''''S ._--~ _~,(!)",^c,LL j;;;J~~~nJ"'C7t- .:1::V\c-:\~~ tv\.. fV't'f> o"'-;e~J . f> It- I.. c..e..~ ~~ ,. \l'I2M.'~\\I1.4-tp~J~dv.~ 0 C~\it+~ ;:j:...'v:\-fv,-,-",",,-4'::I'~ ~ .q of:) e:l \oe.:.v "S.,:;\:~~ - \? ~c\ :lI'\o-\- ;r~--tLL~\--e...J ... , . -r"'v e..",,\ llhl'--,.'- --S f4'(;'/> . - \':;:.yH...:L 1> ....~'u-'_..T H \ <6" :,-v We Propose hereby to furnish material and labor .. complete in accordaffe with above specifications, for the sum of: T,^\r~\'-Ior.,<.L'-"""~ tJ""'tl- ~u.l.tI~d N',\MO...\-. ~e.1J1Q.-V\ a.:~ ~; --- dollars ($ 3 Cfe:r7 ~ 'l I . \r l4'.t>1 All material Is guaranleed 10 be as specified. All worl< to be comp/eted In a substantlat worl<manllke manner accomlng to specifications submined per standam practicas. Any a//erallon or deviation from above specifications involving extra costs will be eXllCUted only upon writ/en ome/'S, and will become an tIXIra chafTJe over and above the estimate. All ag_ments contingent upon slrllces, accidents or delays beyond our control. awne, to carry fira. tornado and othe, n8C8SS8ty insurance. Ou, worl<elS ara fully covered by worl<man's Compensation Insurance. M~~ Signature I . ~, UfJv' I may be withdrawn by us if not accepted within ----- ---- ...... ~o days. Date of Acceptance /f- (- 0 ( .."._ Aqs"~ Signature Acceptance of Proposal. The above prices. specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the worle as specified. Payment will be made as outlined above. PRIOR LAKE INSPECTION RECORD . 54 \'b ~ """.0 ~,.,6 if? A ~"'c.. c.",^~ PERMIT NO. ::;"35"1 ~freo DATE ISSUED II --e.., ~I BUILDER tYl~ Ap..., f)Jc-. PHONE # ~( -B f 2.4- NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT DEPARTMENT OF BUILDING AND INSPECTION SITE ADDRESS TYPE OF WORK USE OF BUILDING INSPECTOR DATE I~ I I I~~~~:; I$r::QN&2 I FINAL Call between 8:00 and 9:00 A.M. for all inspections FOR ALL INSPECTIONS (952) 447-9850 P R I 0 R LA KE DEPARTMENT OF · . BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS 6'l Ie Co~u.loo&. ~II'I. NATURE OF WORK .A&~.L:h'r:M USE OF BUILDING c..~ /:c~ . PERMIT NO. 0/- 1179 cf 0/- i I ..?O DATE ISSUED 1 0 - te, - ~o ( CONTRACTOR E. ~'r\- PHONE NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR FOOTING ~' FOUNDATION (Prior to Backfill) PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS l -- - -- -- FRAMING INSULATION ELECTRICAL ~ \ ~ -- , HEATING (if required) ,/ ~.J \ 1J-l~Q.J FIREPLACE l l GAS LINE AIR TEST .. , , COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED I I FINALS ,- GRADING (Prior to Sodding) BUILDING ELECTRICAL 1 I ~ :> 1\ ,... ...J LJ ) 'lot ' EATING 1- i- DO NOT OCCUPY UNTIL ABOV NOTICE This card must be posted near an electrical service cabinet prior to rough~in inspections and maintained until all inspections have been approved. On buildings and additions , where no service cabinet is available, card shall be placed near main entrance. EEN SIGNED Call between 8:00 and 9:00 A.M. for all inspections FOR ALL INSPECTIONS (952) 447-9850 ~ Metropolitan CO1:.\. ..:il Improve regional competitiveness in a global economy Environmental Services October 5,2001 Bob Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. Prior Lake, MN 55372-1787 Dear Mr. Hutchins: The Metropolitan Council Environmental Services Division has determined SAC for the Metro Cabinets/American Glass & Mirror Addition located at 5418 Cottonwood Lane within the City of Prior Lake. This project should be charged 1 SAC Unit, as determined below. SAC Units Charges: Shop 3540 sq. ft. @ 7000 sq. ft./SAC Unit 0.51 or 1 If you have any questions, call me at 602-1113. sm~ d. ~ Jodi L. Edwards Staff Specialist Municipal Services Section JLE: (425) 011005S2 Cc: S. Selby, MCES Mike Whelan, EFH Co. www.metrocouncil.org Metro Info Line 602-1888 230 East Fifth Street . St. Paul. Minnesota 55101-1626 . (651) 602-1005 . Fax 602-1138 . TIT 229-3760 An Equal Opportunity EmplDyer ,._.._~-~-~ ' October 5, 2001 Mark Finnemann Finn Daniels Architects 2145 Ford Parkway, Suite 201 Saint Paul MN 55116 RE: Metro Cabinets / American Glass addition Following are the results of the preliminary plan review for the Metro Cabinets / American Glass & Mirror addition, located at 5418 Cottonwood lane Prior Lake MN. 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), and the requirements of the Minnesota State Mechanical Code 1346 (MSMC) which adopts and amends the 1991 Uniform Mechanical Code (UMC). 1. An additional permit application is required. Each side is located on it's own property and is each parcel is required to have a separate permit. 2. Submit a revised certificate of survey to indicate the property line separating two parcels. 3. The building is sitting on two separate and distinct parcels. Provide a one- hour rated bearing wall on each side of the property line on the additions UBC table 5-A. 4. Provide fire-stopping details for the (1) hour Occupancy separation wall where there is fire sprinkler, electrical conduit, gas pipe penetrations UBC 106.3.3. 5. Revised code review to reflect the two separate buildings UBC 106.3.3. 6. Separate permits for plumbing, HV AC, fire sprinkler, fire alarm monitor systems. 7. Existing and proposed fire alarm shall be monitored MSBC 11304.0904 subpart 904.3.1. 8. It is apparent that there is interior vehicle storage on the east side. Vehicle storage is classed as an S3 occupancy by UBC table 3-B. S3 storage shall be separated from the F-l workshop by 1 hr, fire resistive construction. UBC table 3-B. 9. Fire department lock box. Application forms for the lock box are available on request. 10. SAC determination by the Metro Waste Commission. Contact Jody Edwards at (651) 602-1113. '. 16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER -....,.~:..~.~~-*-~...-..._..._;-~~.;.,.. -- "'-'~_'=.~""::i'_:~~.~.t";~"':nr~:'";":"'~:-,~-"'--~-"'-"""--" ......-;...--....--.-......... ~ -..-.~-...--...__.. ---..-.. -- ._.- -- 11. Mechanical engineer must design a system to provide 15 CFM ventilation air per occupant UBC 1202.2.1. 12. Calculate and provide a plumbing fixture count per UBC table 29A. 13. UBC 603.1 states that walls and permanent partitions shall be of noncombustible materials. The sand blasting area has been constructed of wood without a sprinkler head. 14. Provide engineering on prefabricated concrete panels for structural and 1 hr. fire rating UBC 106.3.3. 15. Provide combustion air for unit heaters UMC 701.1. 16. High piled rack storage as described by NFPA 13, 1-4.2 shall have in rack sprinklers. Storage that exceeds 12 feet in height is classed as high piled storage. This storage was observed in the cabinet assembly area. 17. No openings are allowed in the wall dividing the two properties UBC table 5-B. All plan review comments are based on information provided and the site visit on October 3, 2001. Additional request or information may be required. All items listed pertaining to the addition must be addressed prior to issuance of the building permit. Planning and Engineering department comments are forthcoming and not included in this review. Call if you have any questions at (952) 447-9853. Sincerely, 12fl15.-~ Paul Baumg~er Building Inspector .... '~ CC: Lee Monson EFH Co. 10/11/2001 THU 13:56 FAX 651+690 5545 FINN DANIELS ARCHITECTS "'ROM ; METRO ~ill NETS L.00/ ,-lal2ld ~~t:' . C1i'1 F"~ t-CJ. 1.l1f~ ('2:, ,L.r f2/d~j((), l r'JtJO'-.TIf:,ld 541 ,.,. Ct)f(')n\1"c~od Lt""d SU;If/. t Pri,,,'l.tlke :\-IN $j)72 !)j 1-447-771} 9j:J-,U7-77)~ ...... .....iI... 0&. ........... .... ......... ._1.. .......-.. .-.. .......-........ Ocrflb.r 9, ]001 B"W7I,tlne)' binets will tab rQtl/t. ~to"Qge down to 1 J j;ellall To merl code NFPA 13.1-4,] Si7JCere~~ ~ ~ 007/008 Oct. 10 2801 a7:1~ ~l 5-'3 I i'1~a -NN I .=l to . CJ:l H=l3 L.S:S0 1121/1211/1211 DATE: October 9, 2001 TO: Robert Hutchins, Building Official FROM: Sue McDermott, City Engine~~ RE: Building Permit, 5418 Cottonwood I have reviewed the permit and I need some additional information to move on with the permit review process. The information that I need is as followed: . Building Comer Elevations . Ditch contours G:\MEMOS\NateOl \PERMIT.DOC MEMORA~IJUM DATE: TO: FROM: CC: SBJCT: 10/9/01 Paul Baumgartner, Plans Examiner Steve Horsman, Zoning Administrator ~ Jane Kansier, Planning Coordinator B. P. review for building addition at 5418 Cottonwood Lane I have completed a building permit review for the proposed addition to the above described property. The following issues shall be addressed prior to permit issuance: 1. Variance Resolution 01-0 15PC as adopted by the Planning Commission shall be recorded at Scott County within 60 days of the date of approval and proof of recording shall be submitted to the Planning Department, along with the Assent Form acknowledged by the property owners. 2. Screen from public view all applicable mechanical equipment, utility service equipment, and outside storage areas including trash containers. 3. Provide exterior lighting plan for driveway/parking areas if applicable. Any questions my direct dial phone number is 952-447-9854. 10/11/2001 THU 13:57 FAX 651+690 5545 FINN DANIELS ARCHITECTS -'. CJc~ 11 01 01:07,. rlcan I Mirror Inc. P.O. IlllJ: $A2 5411 CCIIICft Lane. S.E. sta. .2 Nor ke. MH 55372 19 44'-31&1 Faz ...~-'I" October 10,200 City of Prior c Paw BBJ,lmgal1rlfBuildiD1 lDspector. J 6200 Eagle CI'i Ave. SE Prior Lake, MN 5372 RE: American lass I Metro CDbiDets addilioD llJ 008/008 p.2 1. Sandblasting . constructed of wood will be dismantled and removed from building. Sincerely, 2. Then: will Hopefully this esscs these two areas of conc:em. ~~~ M~ Guy ~. ~00/G00d ~9t7 . OI-l 5'3 I Nl::lO -Nt" I.::l E- . D:J H.:l3 5'1: =n to/tVl2It 10/11/2001 THU 13:55 FAX 651+690 5545 FINN DANIELS ARCHITECTS ~ 001/00S October 11. 2001 finn daniels L~ir-;;-rr-r--r-~=--~g- Paul Bumgartner, B~i1ding Inspector City of Prior Lake 16200 Eagle Creek Ave. S,E. Prior Lake, MN 55372 2145 Ford Parkway, SuIte 201 Saint Paul, Minnesota 55116 Phone 651.690.5525 Fax 651,690.5545 WWW.finn-daniels.com Re: Metro Cabinets/American Glass 5418 Cottonwood Lane - Building Addition We have received your plan review for the above noted project and have the foJ/owing response and comments. It is our understanding from the General Contractor on this project (Lee Monson of EFH CO.) that the current 'Condo Agreement' on this property is subject to additional review. We propose to review the bUilding as a single building, since the original building was constructed as such and accounts for 75% of the proposed expanded building area. The contractor will submit an additional buJ/ding permit application if so required. It is my understanding that the contractor pas previously submitted a current certificate of survey for this property. Please advise the contractor if additional copies are required. We are proposing to treat the building a~ingle building with a two-hour rated separation wall between the businesses. The occupancy separation required is one~hour. The precast concrete intermediate bearing wall is a three-hour rated wall by desigl1. (See attached rating documentation from Wells Precast Concrete.) . We propose to fire stop all panel joints and existing/new penetrations with ceramic fiber blanket insul., backer rod. and' 3M Fire Barrier Silicone Sealant to provide a 2 hour rating. (See attached documentation form Well Precast Concrete.) . . We propose to treat the building as a single bUilding for purposes of code review as stated above. Separate permits shall be applied for by the appropriate sub-contractors. All tire alarms shall be monitored per code~ The owner agrees to discontinue vehicle storage inside the building. (See attached letter from the Owner - American Glass & Mirror.) A fire department lock box already exists on site. ,r SAC determination by Metro Waste done. (See attached Jetter from Metro Waste.) Mechanical Contractor/Engineer to design ventilation system per cod.e. Plumbing calculation is as follows: 7,125 s.f, per side (business). Metro Cabinets (534 s.f. office /200 = 2.67 & 6.591 sJ. production /2.000 = 3.29 (5.96-6 total) American Glass (910 s.f office /200 = 4.55 & 6.215 sJ. production 12,000::; 3.10 (7.65-8 total) Design occupant load Jess than 10 per side, request approval of single existing unisex toilet. The current sandblasting area shall be removed per owner. (See attached letter from the Owner- American Glass & Mirror.) General contractor shall provide engineered drawings of proposed precast concrete building system. '\ Mechanical contractor to provide combustion air for unit heaters. Racking systems shall be reduced to 11'-0" in height per owner. (See attached letter from Owner- Metro Cabinets.) No openings/penetrations shall be permitted in new one-hour wall. Any existing penetrations through existing walls st-all be fire stopped per item #4 and per documentation from Well Precast Concrete (attached). Et f."u 'r;tIA. '3.> NIl\ l\1lo~ G.,.v(. l~r",. cP ~ 6. 7. 8. 15. 16. 9. 10. 11. 12. 13. 14. 17. 10/11/2001 THlT 13:55 FAX 651+69~5545 FINN DANIELS ARCHITECTS ~ 0021008 In addition, we have reviewed the comments from Planning and Engineering. All items shall be provided for additional review and/or incorporated into the project. Thank you for your attention to this project. );a~ Scott Wiestling, Project Manger Finn~Daniels, Inc. Cc: Lee Monson, EFH CO. October 18,2001 Plan review comments: Metro Cabinets / American Glass & Mirror 5418 Cottonwood Ave, Prior Lake MN 55372 1. Separate permits are required for HV AC, fire sprinkler system and fire sprinkler monitor system. 2. Repair any openings the (1) hour rated separation wall .; t 1 BRAUNSM INTERTEC DAILY OBSERVATION REPORT Project #: & 0 i) 1\ - v t -.7- t> S C . \ ,. l' ~ Location: 'tv. q\Ju <. Ii\..)' vi..!.""; ~. Report#: Date: /01;/ /UI j I Regular Overtime Personnel Classification Hours Hours ~~{i 'I ~/C~ \ GV~, r; <.AA (',./l fill ....- Cl ,,' \ '-.....I Areas and work performed this day: (\ , I l I \'tAo/loItU'.:' . t:-'" "~sv;.l&ii-'.~ \,f~\.,\ M, ItA , (jJ-YI<;_~ J;-,f.IVt(j~' btv.."\5u',1 ~ -/-D C( ~'A- / I -rv;.\..ot.......... 'X . F ;.1'1 &#, f I (c :.,,,1/; ,'<'.e'*4 /....- .f nl .( a,......../ /4,' ~ - } ;. ,~- .,~ i l r",'[.fJL<\f\'i 1,("'''[/ St5\-"li {{.J / ",~-::. <" '7 .4, . r 1"),'1 J f tf '. .Ci ~.. f ~ c~;" .-:::111,0 ;; ,(' \ ';, i' . u S',~ ,I.rv\,,& . . .. I A.:;;.c..~J..Je.lll . ~ /.. J I .,..:tt.. :... 'Jr ,.1,.-. c-"t-.......) J I{,)i~ 5~ ) ... t,. :~t:~ f 5/" -"-1~ J.- .J I t~ --I~.. . fz~ ,-(, . j~. '''I) if :i OhM" J . I A . ,. J' (I ,7 M. . d--,. .,1.. f;~ . .{ -/ f ':,..../ '~\ -' /: (j . .-<-L~, ~ -~ . ' "'.... . . .4 U JJ(11'~~ {1 d .L .(.._#J.1. ...' ~ I (' I t:'\, ).( \.t.J ~j-" '_ ~'bl....7 V-U . I u..€-t....i f Weather: i '\, :. l. ;1"', i-.\ \ \ I L)6 I , ) . 1!1~.'-/. Performed BY:~\ 'fJ>/l,( ~.,'.I\ /~. Submitted To: . . 'j F: DAILY 1 5 U M MAR Y o F H Y D R A U L I C C ALe U L A T ION FOR Metrocabinets I American Glass Addition 5418 Cottonwood Lane, Prior Lake, MN Submitted By: SKYLINE FIRE PROTECTION INC. 10900 73rd AVE. N. SUITE 108 MAPLE GROVE MN 55369 Design Specifications Water Supply Information System Demand Density Design Area: 0.200 1500.00 75.00 psi @ 73.00 psi @ 0.00 gpm 1245.00 gpm 67.87 psi @ 401.5 gpm 250.0 gpm Hose Total Demand: 651.5 gpm @ 67.87 psi System safety factor: 6.51 psi List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Code:Description Code:Description A Alarm Va H B Butt'flyVa I C Check Va J D DryPipeVa K E Std. Elbow L F 45 Ell M G Gate Va N 45 Elbow Std. Tee , and one Code: Description o Snap-Tee 2 P DBACKFLOWP Q R Det.Check 5 T std. Tee U Check Va Code:Description V W X Y Z LongTurnEl Snap-Tee1Q Snap-TeelH Summary of Sprinkler and Hose Flows Job No:Bid Metro Glass Addition Design density: .20 5upplied flow and pressure is based on 67.87 psi available at supply ( 74.40 psi is actually available ) Ref. PRESSURE K FLOW Pe rcen t Ref. Pt. Pt pv Pn Factor Actual Minimum Excess Pt. 501 21. 39 21.39 14.00 64.8 51. 2 26.6' 501 502 21. 39 21.39 14.00 64.8 64,8 0.0' 502 503 25.67 25.67 14.00 70.9 64.8 9.4; 503 504 21. 52 21. 52 14.00 65.0 51. 2 27.0' 504 505 21. 53 21. 53 14.00 65.0 64.8 0.3; 505 506 25.78 25.78 14.00 71.1 64.8 9.7% 506 Flow and Pressure Surrunary Job No: Bid Metro Glass Addi tion Elev. REF. Flow pt Pf Pe Pt REF. Elev. F R I C T I o N LOS ft. POINT gpm psi psi pSl psi POINT ft. Length Fitting Length seA LeU L A T ION S Velocity Total Pf/ft Diam C Flow fps 13.50 A01 << 136.8 << 54.53 0.07 0.00 54.60 A02 13.50 14.83 14.83 0.005 4.260 120 136.8 3.1 13.50 A01 >> 136.8 >> 54.53 -2.09 -1.30 51.14 801 16.50 3.00 T 12.22 15.22 0.137 2.154 120 136.8 12.0 13.50 A02 << 273.5 << 54.60 0.26 0.00 54.87 A03 13.50 14.83 14.83 0.018 4.260 120 273.5 6.1 13.50 A02 >> 136.7 >> 54.60 -2.09 -1. 30 51. 22 802 16.50 3.00 T 12.22 15.22 0.137 2.154 120 136.7 12.0 13.50 A03 << 337.4 << 54.87 0.39 0.00 55.26 A04 13.50 14.83 14.83 0.026 4.260 120 337.4 7.6 13 .50 A03 >> 63.9 >> 54.87 -0.51 -1.30 53.06 B03 16.50 3.00 T 12.22 15.22 0.034 2.154 120 63.9 5.6 13.50 A04 << 401.5 << 55.26 1. 28 0.00 56.54 A09 13.50 8.88 T 26.33 35.21 0.036 4.260 120 401. 5 9.0 13.50 A04 >> 64.1 >> 55.26 -0.51 -1. 30 53.44 804 16.50 3.00 T 12.22 15.22 0.034 2.154 120 64.1 5.6 13,50 A09 << 401.5 << 56.54 2.34 0.00 58.88 MOl 13.50 38.00 2E 26.33 64.33 0.036 4.260 120 401. 5 9.0 16.50 801 >> 136.8 >> 51.14 -25.47 0.00 25.67 503 16.50 19.50 T 7.69 27.19 0.937 1. 452 120 136.8 26.4 16.50 802 >> 136.7 >> 51. 22 -25.44 0.00 25.78 506 16.50 19.50 T 7.69 27 .19 0.936 1.452 120 136.7 26.4 16.50 803 >> 63.9 >> 53.06 -10.32 0.00 42.74 507 16.50 37.33 T 7.69 45.02 0.229 1. 452 120 63.9 12.3 16.50 804 >> 64.1 >> 53.44 -10.37 0.00 43.08 508 16.50 37.33 T 7.69 45.02 0.230 1. 452 120 64.1 12.4 13.50 C01 << 63.7 << 30.86 0.28 0.00 31.14 CO2 13.50 14.83 14,83 0.019 2.423 120 63.7 4.4 13.50 C01 >> 63.7 >> 30.86 -2.43 -1.30 27.12 001 16.50 3.00 T 7.69 10.69 0.228 1. 452 120 63.7 12.3 13.50 CO2 << 128.0 << 31.14 1. 01 0.00 32.16 C03 13.50 14.83 14.83 0.068 2.423 120 128.0 8.9 13.50 CO2 >> 64.3 >> 31.14 -2.48 -1. 30 27.36 D02 16.50 3.00 T 7.69 10.69 0.232 1. 452 120 64.3 12.4 13.50 C03 << 64.1 << 32.16 0.28 0.00 32.44 C04 13.50 14.83 14.83 0.019 2.423 120 64.1 4.4 13.50 C03 << 63.9 << 32.16 2.45 -1. 30 33.30 D03 16.50 3.00 T 7.69 10.69 0.229 1. 452 120 63.9 12.3 13.50 C04 << 64.1 << 32.44 2.46 -1.30 33.60 D04 16.50 3.00 T 7.69 10.69 0.230 1. 452 120 64.1 12.4 16.50 DOl >> 63.7 >> 27.12 -5.73 0.00 21. 39 501 16.50 21.33 E 3.84 25.17 0.228 1. 452 120 63.7 12.3 16.50 D02 >> 64.3 >> 27.36 -5.84 0.00 21. 52 504 16.50 21.33 E 3.84 25.17 0.232 1. 452 120 64.3 12.4 16.50 D03 << 63.9 << 33.30 9.44 0.00 42.74 507 16.50 37.33 E 3.84 41.17 0.229 1. 452 120 63.9 12.3 16.50 D04 << 64.1 << 33.60 9.48 0.00 43.08 508 16.50 37.33 E 3.84 41.17 0,230 1. 452 120 64.1 12.4 13 .50 MOl << 401.5 << 58.88 1. 82 4.99 65.69 M02 2.00 2.00 1G1B1C 36.00 38,00 0.048 4.026 120 401.5 10.1 2.00 M02 << 401.5 << 65.69 1. 32 0.87 67.87 M03 0.00 200.00 lEI T1G 60.28 260.28 0.005 6.020 140 401.5 4.5 Cales By: 1. Wrobel Cheeked:_lIl09/01 Page:. 1 -, Ser:*310271* Hypereale Program by Crowley Design Group, (215).337.7060 Elev. REF. Flow pt Pf Pe pt REF. Elev. F R I C T ION LOS S C A L C U L A T ION S Velocity ft. POINT gpm pSi psi psi pSi POINT ft. Length Fi t ting Length Total PUft Diam C Flow fps 16.50 501 << 1.1 << 21.39 0.00 0.00 21.39 502 16.50 16.00 16.00 0.000 1. 452 120 1.1 0.2 16.50 S02 << 65.9 << 21.39 4.28 0.00 25.67 503 16.50 17.67 17.67 0.242 1. 452 120 65.9 12.7 16.50 S04 << 0.7 << 21. 52 0.00 0.00 21.53 S05 16.50 16.00 16.00 0.000 1. 452 120 0.7 0.1 16.50 S05 << 65.6 << 21.53 4.25 0.00 25.78 S06 16.50 17.67 17.67 0.241 1. 4 52 120 65.6 12.7 Path Summary Printout Job No:Metro Cab / Am. Glass Addition 11/09/01 System:1 Drawing: FP-l Path No:l Remote to Supply Principal path Feeds Path:2 at Pt:A02, Path:] at Pt:A04 ============================================================================================================================== Ref Elev. pt. ft. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt pv Pn Factor Added Total fps in. Length Summary Length Length per. ft Total Psi (ft. ) Press Pt. ----~------~~------~~-----~~-----~~~------~~~~------~~~-------~~~~-------~~~--------~~~-------~~~--------~~----------~~------- -----------~-------~------~~------~~-------~~~-------~~--------~---------~---------~~-------~~~~-------~~~----------~~-------- IC=1201 COl 13.50 30.86 30.86 -63.7 12.31 1. 452 3.00 T 7.69 10.69 0.228 -2.43 -1.30 1-3.00 127.12 DOl DOl 16.50 27 .12 27.12 -63.7 12.31 1. 452 21.33 E 3.84 25.17 0.228 -5.73 21.39 501 SOl 16.50 21. 39 21.39 14.00 64.8 1.1 0.21 1. 452 16.00 16.00 0.000 0.00 21.39 502 S02 16.50 21.39 21.39 14.00 64.8 65.9 12.73 1. 452 17.67 17.67 0.242 4.28 25.67 503 S03 16.50 25.67 25.67 14.00 70.9 136.8 26.43 1.452 19.50 T 7.69 27.19 0.937 25.47 51.14 B01 BOl 16.50 51.14 51.14 136.8 12.01 2.154 3.00 T 12.22 15.22 0.137 2.09 1. 30 ( 3.00 154.53 A01 AOl 13.50 54.53 54.53 136.8 3.07 4.260 14.83 14.83 0.005 0.07 54.60 A02 A02 13.50 54.60 54.60 136.7 273.5 6.14 4.260 14.83 14.83 0.018 0.26 54.87 A03 A03 13.50 54.87 54.87 63.9 337.4 7.57 4.260 14.83 14.83 0.026 0.39 55.26 A04 A04 13.50 55.26 55.26 64.1 401.5 9.01 4.260 8.88 T 26.33 35.21 0.036 1. 28 56.54 A09 A09 13.50 56.54 56.54 401. 5 9.01 4.260 38.00 2E 26.33 64.33 0.036 2.34 58.88 Mal MOl 13.50 58.88 58.88 401. 5 10.09 4.026 2.00 1G1BIC 36.00 38.00 0.048 1. 82 4.99 111.50 165.69 M02 IC=1401 M02 2.00 65.69 65.69 401. 5 4.51 6.020 200.00 lEI T1G 60.28 260.28 0.005 1. 32 0.87 ( 2.00 167.87 M03 M03 67.87 Path No: 2 Grid Line Fed by path No .1 -------------~-------------------~~-------~~------~--------~-------~~-------~---------~-----------------~~--------~----------~ -------------------~---------------~-------~-------------------------~----------------~~-------------------------------------~ Ref Elev. pt. ft. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref pt Pv Pn Factor Added Total fps In. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------~~------~~------~~~~-----~~~--------~------~-~--------~----------------~~--------~~---------~--------~ ------------------------~~------~~------~-------~~-----------------------------------~~--------~---------~--------~----------~ CO2 13 .50 31.14 31.14 -64.3 12.43 1. 452 3.00 T D02 16.50 27 .36 27.36 -64.3 12.43 1. 452 21. 33 E S04 16.50 21. 52 21.52 14.00 65.0 0.7 0.13 1. 452 16.00 S05 16.50 21.53 21.53 14.00 65.0 65.6 12.68 1. 452 17.67 506 16.50 25.78 25.78 14.00 71.1 136.7 26.42 1. 452 19.50 T B02 16.50 51. 22 51. 22 136.7 12.00 2.154 3.00 T A02 13.50 54.60 Path No:3 Far Main Fed by path No.1 IC=1201 7.69 10.69 0.232 -2.48 -1.30 1-3.00 127.36 D02 3.84 25.17 0.232 -5.84 21. 52 S04 16.00 0.000 0.00 21. 53 505 17.67 0.241 4.25 25.78 S06 7.69 27.19 0.936 25.44 51. 22 B02 12.22 15.22 0.137 2.09 1. 30 ( 3.00 154.60 A02 --------------------------~~~----~~-------~-------~-------~~---------------~---------~-------~--------~~------------------~--- -------------------~~-----~~--------------~~------~--------~---------------------------------~--------~------------------~---- Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref pt Pv Pn Factor Added Total fps in. Length Summary Length Length per. ft Total Psi (ft. ) Press Pt. Ref Elev. pt. ft. ------------~-------~----~~-----~-~-------~-------~~-------~-------~--------~-------~--------~--------------------------~~~--- ------~-------------------~-------~-------~----------------------~~-------------------------~---------------------------~----- IC=120 1 COl 13.50 30.86 30.86 63.7 4.42 2.423 14.83 14.83 0.019 0.28 31.14 CO2 CO2 13.50 31.14 31.14 64.3 128.0 8.88 2.423 14.83 14.83 0.068 1. 01 32.16 C03 C03 13.50 32,16 32.16 -63.9 64.1 4.45 2.423 14.83 14.83 0.019 0.28 32.44 C04 C04 13 .50 32.44 32.44 64.1 12.38 1. 452 3.00 T 7.69 10.69 0.230 2.46 -1.30 (-3.00 133.60 D04 D04 16.50 33.60 33.60 64.1 12.38 1.452 37.33 E 3.84 41.17 0.230 9.48 43.08 SOB 508 16.50 43.08 43.08 64.1 12.38 1. 452 37.33 T 7.69 45.02 0.230 10.37 53.44 B04 B04 16.50 53.44 53.44 64.1 5.63 2.154 3.00 T 12.22 15.22 0.034 0.51 1. 30 ( 3.00 155.26 A04 A04 13.50 55.26 Cales By: 1. Wrobel Cheeked:_ 11/09/01 Page: - 2., Ser:*310271* Hyperealc Program by Crowley Design Group, (215)-337-7060 CENTRAL K11 & K14 ECOH 2-01 Model K11 ECOH Model K14 ECOH Extended Coverage Ordinary Hazard Sprinklers Tyco Fire Products - www.centralsprinkler.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Customer Services/Sales: Tel: (215) 362-0700/ Fax: (215) 362-5385 Technical Services: Tel. (800) 381-9312 / Fax: (800) 791-5500 ~ [ENTRAL ~ ~ General ~ Description The Central Models K11 & K14 ECOH, 11.2 and 14.0 K-Factor, Standard Response, Extended Cov- erage Ordinary Hazard (ECOH) Pen- dent, Recessed Pendent, and Up- right Sprinklers are decorative glass bulb sprinklers designed for use in ordinary hazard occupancies such as showrooms, retail stores, and light manufacturing. They are intended for use in automat- ic sprinkler systems designed in ac- cordance with standard installation rules (e.g., NFPA 13) for the protec- tion of ordinary hazards up to a maxi- mum coverage area of 256 ft2 (23,8 m2) for the K11 and 400 ft2 (37,2 m2) for the K14, as compared to the maximum coverage area of 130 ft2 (12,1 m2) for standard coverage sprinklers. The Models K11 & K14 ECOH Sprin- klers feature a UL and C-UL Listing that permits their use with unob- structed or non-combustible ob- structed ceiling construction as de- fined and permitted by NFPA 13. The Models K11 & K14 ECOH Sprin- klers have been fire tested to com- pare their performance to that of standard spray sprinklers installed at standard spacings (i.e. 15 feet maxi- mum on center spacing and 130 sq. ft. maximum coverage area for ordi- nary hazard). These tests have shown that the protection provided by these ECOH Sprinklers is equal to or more effective than standard spray sprinklers. The recessed version of the Models K11 & K14 ECOH Sprinklers using a two-piece Series 4211 Recessed Es- cutcheon provides up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position. The ad- justment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Operation. The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands suffi- ciently to shatter the glass bulb, which then allows the sprinkler to ac- tivate and flow water. WARNINGS The Models K11 & K14 ECOH Sprin- klers described herein must be in- stalled and maintained in compli- ance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities ha ving jurisdiction. Failure to do so may impair the integ- rity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. R Technical ill ~ Data Sprinkler Identification Numbers SIN C5137 K=11.2 Upright SIN C5237 K=11.2 Pendent SIN C6137 K=14.0 Upright SIN C6237 K=14.0 Pendent Approvals UL and C-UL Listed. FM Approved. (Refer to Table A. The approvals ap- ply only to the service conditions indi- cated in the Design Criteria section.) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT r ,-.' i- .",. K11 & K14 ECOH Pendent, Recessed & Upright Sprinklers No. 2-1.1 ! 2.7/8" DIA. , 3/4:1:3/8" ,-.-...-- (73.0 mm) I (19.1:1:9.5 mm)! '-- 2-1/4" DIA. . \, FACE OF lli,.".! (57.2 mm) i i SPRINKLER i i : FI"7ING i I L___L_: , I FLUSH . ......-.-.-.......-.....--.---.- 3/4" (19.1 mm) ESCUTCHEON PLATE SEATING SURFACE 3/4" NPT .. \ MOUNTING // SURFACE / CLOSURE 1/8" (3.2mm) ! I~ .-i \r-...n'T MOUNTING II I PLATE ...,......-..1 .?{8."_ {! 5,~_~.~2J 1-3/8" (34.9 mm) WRENCH FLAT (BOTH SIDES) Figure 1 Models K11 ECOH or K14 ECOH Pendent and Upright Sprinklers Figure 2 Models K11 ECOH or K14 ECOH Pendent Sprinklers With Series 4211 Recessed Escutcheon SPRINKLER FINISH Pendent (C5237 or C6237) Recessed (C5237 or C6237) Upright (C5137 or C6137) w/Series 4211 Escutcheon Temperature Bulb Natural I Chrome I Polyester 1 Lead Natural I Chrome I Polyester Rating Color Code Brass Plated Coated Coated Brass Plated Coated (All Colors\ (All Colors) 135OF/57OC Orange 1,2,3 1,2 155OF/68OC Red 1,2,3 1,2 175OF/79OC Yellow 1,2,3 1,2 200oF/93OC Green 1,2,3 1,2 286OF/93OC Blue 1,2,3 N/A Notes: 1. Listed by Underwriters Laboratories, Inc. 2. Listed by Underwriters Laboratories for use in Canada (Le., C-UL Listed) 3. Approved by Factory Mutual Research Corporation. N/A: Not Available. Table A Laboratory Listings and Approvals (The laboratory listings and approvals only apply to the service conditions indicated in the Design Criteria section.) I.:?) <::JG) "FITTING SIDE" TOWARDS SPRINKLER FITTING /, / \ ~ WRENCH RECESS (END "A.') 11 Figure 3 W-Type 3 Upright and Pendent Sprinkler Wrench WRENCH LUGS Figure 4 W-Type 4 Recessed Pendent Sprinkler Wrench Nominal Discharge Coefficients K = 11.2 GPM/psi1/2 (161,3 LPM/bar1/2) K = 14.0 GPM/psi1/2 (201,6 LPM/bar1/2) Temperature Ratings Pendent and Upright: 1350F/570C to 2860F/1820C Recessed Pendent: 1350F/570C to 200oF/930C Finishes Sprinkler: White Polyester, Chrome Plated, Natural Brass, Lead Coated Recessed Escutcheon: White Coated or Chrome Plated (Other finishes are available on re- quest.) Physical Characteristics The K11 & K14 ECOH utilize a 3 mm diameter glass bulb and a dezincifi- cation resistant bronze alloy frame. The frame orifice is sealed with gas- keted spring plate (Belleville Seal) consisting of a beryllium nickel disc spring that is sealed on both its in- side and outside edges with a Tef- lont gasket. ~ Design ~ Criteria The Models K11 & K14 ECOH Sprin- klers must only be installed in ac- cordance with the applicable UL and C-UL Listing or FM Approval require- ments as indicated below. Only the Series 4211 Recessed Escutcheon is to be used for recessed installa- tion. UL and C-UL Listing Requirements 1. The Models K11 & K14 ECOH Sprinklers may be used for the coverage areas shown in Table 8, based on maintaining the mini- mum specified flow rate as a func- tion of coverage area and hazard group for all of the sprinklers in the design area. 2. With respect to heat sensitivity, the Models K11 & K14 ECOH Sprinklers are permitted to be used with unobstructed or non- combustible obstructed ceiling con- struction as defined and permitted by NFPA 13. For example: Unobstructed, combustible or non- combustible, ceiling construction with a deflector to ceiling/roof deck distance of 1 to 12 inches (25 to 300 mm). Obstructed, noncombustible, ceil- ing construction with a deflector lo- cation below structural members of 1 to 6 inches (25 to 150 mm) and a maximum deflector to ceil- ORDINARY HAZARD ORDINARY HAZARD K=11.2 GROUP 1 GROUP 2 0.15 gpm/ft2 0.20 gpm/ft2 Coverage Area Maximum Density Density Distance From Minimum Minimum Minimum Minimum Wall Ft. x Ft. Sq.Ft. Ft. Flow, Pressure, Flow, Pressure, GPM PSI GPM PSI 14 x 14 196 7 29.6 7.0 39.2 12.3 16 x 16 256 8 38.4 11.8 51.2 20.9 ORDINARY HAZARD ORDINARY HAZARD K=14.0 GROUP 1 GROUP 2 0.15 gpm/ft2 0.20 gpm/ft2 Coverage Area Maximum Density Density Distance From Minimum Minimum Minimum Minimum Wall Ft. x Ft. Sq.Ft. Ft. Flow, Pressure, Flow, Pressure, GPM PSI GPM PSI 16 x 16 256 8 38.4 7.5 51.2 13.4 18 x 18 324 9 48.6 12.1 64.8 21.4 20 x 20 400 10 60.0 18.4 80.0 32.7 Table 8 UL and C-UL Listing Criteria For The Installation Of Model K11 & K14 ECOH Sprinklers ing/roof deck distance of 22 inches (550 mm). 3. The minimum allowable spacing between the Models K11 & K14 ECOH Sprinklers, to prevent cold soldering, is 8 feet (2,4 m) for upright sprinklers and 9 feet (2,7 m) for pendent sprinklers. 4. The Models K11 & K14 ECOH Sprinklers are to be installed in ac- cordance with all other require- ments of N FP A 13 for extended coverage upright and pendent sprinklers. FM Approval Requirements The Models K11 & K14 ECOH Sprin- klers are to be installed in accord- ance with the applicable Factory Mu- tual Loss Prevention Data Sheet for limited use in buildings of specific roof construction and for the protec- tion of certain specific ordinary haz- ard (non-storage and/or non-flamma- ble or combustible liquid) occupancies. Information provided in the FM Loss Prevention Data Sheets relate to, but are not limited to, hy- draulic design, ceiling slope and ob- structions, minimum and maximum allowable spacing, and deflector-to ceiling distance. ~ Installation The Models K11 & K14 ECOH Sprin- klers must be installed in accord- ance with the following instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The di- ameter of the air bubble is approxi- mately 1/16 inch (1,6 mm) for the 13SoF/SrC to 3/32 inch (2,4 mm) for the 2860F/141 oc temperature ratings. A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 fUbs. (40.7 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leakage or impair- ment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutch- eon Plate by under- or over-tighten- ing the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must be in- .>< OJ E Ql '0 <1l .= '0 Ql a; 1;; '0, Ql cr: C o a.. ::l o -;.. stalled with the deflector parallel to the mounting surface. Pendent sprin- klers must be installed in the pen- dent position, and upright sprinklers must be installed in the upright posi- tion. Step 2. After installing the Series 4211 mounting plate (or other es- cutcheon, as applicable) over the sprinkler pipe threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Wrench tighten upright or pendent sprinklers using only the W- Type 3 (End A) Sprinkler Wrench. Wrench tighten the recessed pen- dent sprinklers using only the W- Type 4 Sprinkler Wrench. The wrench recess of the applicable sprinkler wrench (Ref. Figure 3 and 4) is to be applied to the sprinkler wrench flats (Ref. Figure 1). Ifill Care & ~ Maintenance The Model K11 & K14 ECOH Sprin- klers must be maintained and serv- iced in accordance with the following instructions: NOTES Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to operation in a fire situation. Before closing a fire protection sys- tem main control valve for mainte- nance work on the fire protection sys- tem which it controls, permission to shut down the affected fire protec- tion systems must be obtained from the proper authorities and all person- nel who may be affected by this ac- tion must be notified. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be shipped or stored where their tem- perature will exceed 1 00oF/380C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprin- klers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage - before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/slip- page, or the like, must be replaced. -tileD/FloW ContrOl! Tyco Fire Products Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installation Sec- tion). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. ~ Limited ~Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under nor- mal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by com- panies not affiliated by ownership with Tyco Fire Products or for prod- ucts and components which have been subject to misuse, improper in- stallation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with applicable Standards of the National Fire Protection Association, and/or the standards of any other Authori- ties Having Jurisdiction. Materials found by Tyco Fire Products to be de- fective shall be either repaired or re- placed, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Prod- ucts shall not be responsible for sprinkler system design errors or in- accurate or incomplete information supplied by Buyer or Buyer's repre- sentatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDI- RECT, SPECIAL OR CONSEQUEN- TIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POS- SIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EX- CEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WAR- RANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICU- LAR PURPOSE. .. Ordering hi Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, and size, as applicable. Refer to Price List for complete list- ing of Part Numbers. Please Specify: Model K11 ECOH Upright Sprinkler. Model K11 ECOH Pendent Sprinkler. Model K14 ECOH Upright Sprinkler. Model K14 ECOH Pendent Sprinkler. W-Type 3 Sprinkler Wrench. W-Type 4 Sprinkler Wrench. Series 4211 Recessed Escutcheon. Patents: U.S.A. Patent Numbers 5,366,022; 5,579,846; 5,584,344; 5,609,211; 5,862,994; and 5,865,256 are ap- plicable to the Models K11 & K14 ECOH Sprinklers. Other patents are pending with regard to other design features. Conversion Factors: 1 ft. = 0.3048 m 1 sq. ft. = 0.093 m2 1 gpm = 3.785 Ipm 1 psi = 0.06895 bar 1 gpm/ft2 = 40.74 mm/min Printed in U.S.A. 2-01 TY ROAD NO. C 0 U N (CREDIT RIVER ROAD) 2 1 ..CIQC, aM. 411I'- -... -- -... -- -,.. -- -- -- -- ~.I- - ~ .. ....1-. COTTONWOOD l~NE r....-::---~--'--' .. I &"2001 1 5 I T E A.U '". ZtZl'.eI' PLAN . NORTH METRO CABINETS --------------- AMERICAN GLASS and MIRROR WA'TB. flCMT ".\IBAQE "EBB PAIl( COTTONWOOD LANE PRIOR LAKE, MINNESOTA SITE DATA s.,! DATA DIS1IlG ZlMO 9111: AIEAl 8IADIIO AIIEAI GlIUlI MIU: '-.oJ\WI) 1UllFACE: '-.cI; UJlIIG .1IIACQ: ,_ 1I:'IPCKSl II8CSS ,_ IlISWT SI,25a SQ. n. - 1.11 AlaI 14,JI0 SQ. n. - _ t/1 Sill: 1UOI SQ. n. - JQlC t/1 9111: 21,Jl7 IQ. n. - _ OF SIll 21 - V-~ . ~-{f STALLS 1 - IIAIOCM' STAlL W' ACCESS JlI FUT - ,_ 20 FUT - ,.. JlI FUT - ..... ~ FUT - ..._ _,. 1& FaT - ,_ 10 FEET - 5M 10 FEET - ..... JO FaT - ArnrlII ....,. '1 &1~2OOI .J ~'-".. =--='.___-=....."..-.~ >. .c~..n..'-" ._";>' l 1M "".-,-- r:I'1 ,.... ~ ea c= ~ = =. -i14 I HI Sil"l .'I!b Iii; I~ {.:"1 ~ .. 1t1 .: t ~... loS U.. ,l--il z i J.. .. j ... ~ ~ l,flo .t _I S 5 '" ... ~ :is 011 en en ca i5 c ca u .C CD E ~ en - CD c :is ca u e - CD :E Projoct No.' Oco- llroMt ... ~!! ~ i~i~ ~S=~ UII.~ -;Si . D.11 i 10..0 ill = III 0 Z e j ~ a z o - o :E I ~ o j I: ~ o 0 u - ~ a. 01110 I"I'aII'ftrr 1127/01 CIl<ooUd 8.. SAW R..w... CCO/SAW _I no.: CONCEPT SITE PLAN A-1.1 651+690 5545 10/15/2001 MON 14:12 FAX 651+6~ 5545 FINN DANIELS ARCHITECTS ~~~~FH CO [4J 002/002 Metro Cabinets I American Glass & Mirror 5418 Cottonwood Lane Code Review for Two Separate Buildings finn daniels -.,:.,.....;r-~ ,~r-~~t:;--,..-:::r- Occupancy Classification Existing Office Existing/New Production Occupancy Sep. Req'd. Occupant Load Calc. Existing Dec. Load 26 Proposed Addition (1,770 s.f.) 9 TOTAL OCC. LOAD --------------- 35 Construction Type II-N Allowable Area 12,000 s.f. Sep. 3 Sides (22'@2.5;55%) 6,600 sJ. Sub Total 18,600 sJ. Automatic Sprink. (300%) 55,800 s.f. TOTAL AlLOWABLE AREA --~--- 55,800 s.t Exterior Wall/Opening Protection based on location on property One Hour rated bearing walls < 20' from prop. Line None rated bearing walls elsewhere Openings not permitted < 5', protected <20' (Request approval of single intermediate beamg wall with 3 hour rating at property line) Toilet Fixtures 534 s.f. office/200 ::: 2.67 6,591 s.f. production/2,000 =3.29 TOTAL FIXTURE OCC. LOAD ----- 5.96-6 (Request approval of existing single unisex toilet room) B F-1 1 Hour 2145 Ford Parkway, Suite 201 Saint Paul, Minnesota 55116 Phone 651.690.5525 Fax 651.690.5545 www.1inn-daniels.com METRO CABINETS AMERICAN GLASS & MIRROR Occupancy Classification Existing Office Existing/New Production Occupancy Sep. Req'd. Occupant Load Calc. Existing Occ. Load 31 Proposed Addition (1,770 s.f.) 9 TOTAL OCC. LOAD ~----------------- 40 Construction Type II-N Allowable Area 12,000 s.f. Sep. 3 Sides (S'@2.5=20%) 2,400 s.f. Sub Total 14,400 s.f. Automatic Sprink. (300%) 43,200 s.f. TOTAL ALLOWABLE AREA--------- 43,200 s.f. Exterior Wall/Opening Protection based on location on property One Hour rated bearing walls < S' from prop. Line None rated bearing walls elsewhere' Openings not permitted < 5', protected <10' (Request approval of single intermediate bearng wall with 3 hour rating at property line) Toilet Fixtures . 910 s.f. office/200 = 4.55 6.215 s.f. production/2,OOO =3.10 TOTAL FIXTURE oee, LOAD ----- 7.65-8 (Request approval of existing single unisex toilet room) B F-2 None 651+690 5545 10/15/2001 MON 14:12 FAX 651+6~ 5545 FINN DANIELS ARCHITECTS ~~~~FH CO ~ 0021002 Metro Cabinets I American Glass & Mirror 5418 Cottonwood Lane Code Review for Two Separate Buildings METRO CABINETS fino daniels -..:.-r--;r-~;~~r--~~r-::r- Occupancy Classification Existing Office Existing/New Production Occupancy Sep. Req'd. Occupant Load Calc, Existing Oce. Load 26 Proposed Addition (1,770 s.t.) 9 TOTAL OCC. LOAD ------------------ 35 Construction Type II-N Allowable Area 12,000 s.f. Sep. 3 Sides (22'@2.5:55%) 6,600 sJ. Sub Total 18,600 s.f. Automatic Sprink. (300%) 55,800 sJ. TOTAL ALLOWABLE AREA --~------ 55,800 sJ. Exterior WalVOpening Protection based on location on property One Hour rated bearing walls < 20' trom prop. Line None rated bearing walls elsewhere Openings not permitted < 5', protected <20' (Request approval of single intermediate beamg wall with 3 hour rating at property line) Toilet Fixtures 534 s.f. office/200 ::; 2.67 6,591 s.t. production/2,OOO =3.29 TOTAL FIXTURE OCC. LOAD ---- 5.96-6 (Request approval ot existing single unisex toilet room) B F-1 1 Hour 2145 Ford Parkway, Suite 201 Saint Paul, Minnesota 55116 Phone 651.690.5525 Fax 651.690.5545 www.tinn-daniels.com AMERICAN GLASS & MIRROR Occupancy Classification Existing Office Existing/New Production Occupancy Sep. Req'd. Occupant Load Calc, Existing Occ. Load 31 Proposed Addition (1,770 sJ.) 9 TOTAL oce. LOAD ------------------- 40 Construction Type II-N Allowable Area 12,000 s.t. Sep. 3 Sides (S'@2.5=20%) 2,400 s.t. Sub Total 14,400 s.f. Automatic SprinK. (300%) 43,200 sJ. TOTAL ALLOWABLE AREA-----~---- 43,200 s.f. Exterior Wall/Opening Protection based on location on property One Hour rated bearing walls < 5' from prop. Line None rated bearing walls elsewhere' Openings not permitted < 5', protected <10' (Request approval of single intermediate bearng wall with 3 hour rating at property line) Toilet Fixtures . 910 s.f. office/20D = 4.55 6,215 s.f. production/2,OOO =3.10 TOTAL FIXTURE acc. LOAD ------ 7.65-8 (Request approval ot existing single unisex toilet room) B F-2 None A Geotechnical Evaluation Report for EFH Company Proposed Metro Cabinets Cottonwood Lane Prior Lake, Minnesota Project BODX-94-326 November 15, 1994 Braun Intertec Corporation November 15, 1994 Project BODX-94-326 Mr. Mike Whalen EFH Company 1601 East Highway 13 Burnsville, MN 55337 Dear Mr. Whalen: Re: Geotechnical Evaluation, Proposed Metro Cabinets, Cottonwood Lane, Prior Lake, Minnesota As you authorized, we have completed the geotechnical evaluation for the proposed Metro Cabinets building. The purpose of the evaluation was to assist in evaluating subsurface soil and groundwater conditions with regard to site grading and foundation support of the proposed building. General Please consult the text of this report for our analysis and recommendations. It has been a pleasure performing these services for you. If you have questions regarding this report, or wish construction testing services as the project progresses, please call Jim Samuelson or John Carlson at (612) 431-4493. Sincerely, Attachment: Geotechnical Evaluation Report jtc \rah :rlb \94326 \rpt Table of Contents Description Page A. Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 A.l. Purpose .......................................... 1 A.2. Scope. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 A.3. Available Information. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 AA. Boring Locations and Elevations . . . . . . . . . . . . . . . . . . . . . . . . . .. 1 B. Results ................................................. 2 B.l. Logs ............................................. 2 B.2. Soils ............................................ 2 B.3. Groundwater ....................................... 3 C. Analyses and Recommendations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 C.l. Proposed Construction ................................. 3 C.2. Site Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3 C.3. Foundation Design. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4 CA. Floor Slab Support ................................... 4 C.5. Pavement Areas ..................................... 5 C.6. Utilities .......................................... 5 C.7. Cold Weather Construction .............................. 6 D. Procedures.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 D.l. Drilling and Sampling ................................. 6 D.2. Soil Classification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 D.3. Groundwater Measurements. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 7 E. General Remarks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 7 Professional Certitication Appendix Boring Location Sketch Descriptive Terminology Log of Borings ST-l through B-5 A. Introduction A.I. Purpose The purpose of the geotechnical evaluation was to assist in evaluating subsurface soil and groundwater conditions with regard to site grading and foundation support of the proposed building. A.2. Scope Two standard penetration test borings were performed within the proposed building area and three power auger borings were performed within the proposed pavement area. With the results of the borings, this engineering report was prepared addressing our analyses and recommendations. The scope of our work did not include an exploration for environmental contamination at the site. A.3. Available Information A site plan was provided for our use. The site plan is not titled or dated. The site plan shows the property boundaries, easements and proposed building area. The building is located within the Prior Lake Business Park. Braun Intertec Corporation (Braun Intertec) performed excavation observations and compaction testing during the site grading of the Prior Lake Business Park. At this lot, surficial topsoil was removed and less than 5 feet of engineered fill was placed. A surficial layer of topsoil fill was then placed over the engineered fill. A.4. Boring Locations and Elevations The borings were taken at the approximate locations shown on the attached sketch. Braun Intertec selected the boring locations. The surface elevations at the boring locations were referenced to the top nut of the fire hydrant located south of the lot on the south side of Cottonwood Lane. An assumed elevation of 100.0 feet was assigned to this benchmark. EFH Company Project BODX-94-326 November 15, 1994 Page 2 B. Results B.l. Logs Log of Boring sheets indicating the depths and identifications of the various soil strata, penetration resistances in the standard penetration borings and groundwater observations are attached. The strata changes were inferred from the changes in the penetration test samples and auger cuttings. It should be noted that the depths shown as changes between the strata are only approximate. The changes are likely transitions and the depths of the changes vary between the borings. For the standard penetration borings, geologic origins presented for each stratum on the Log of Boring sheets are based on the soil types, blows per foot, and available common knowledge of the depositional history of the site. Because of the complex glacial and post- glacial depositional environments, geologic origins are frequently difficult to ascertain. A detailed investigation of the geologic history of the site was not performed. Standard penetration test borings are denoted with the prefix "ST" and power borings are denoted with the prefix "B". B.2. Soils Borings ST-l and ST-2 were performed within the proposed building area. These borings encountered approximately I foot of lean clay topsoil fill underlain by 3 feet of poorly graded sand with silt or silty sand fill. Standard penetration tests indicate the sandy fill soils to be in a medium dense condition. Underlying the fill, the borings encountered alluvial sands and silts underlain by sandy and clayey glacial till soils to the boring termination depths. Standard penetration tests indicate the sands and silts to be generally in a medium dense condition and the clays to be generally in a stiff condition. Borings B-3 to B-5 were performed within the proposed parking area. These borings encountered approximately 2 feet of lean clay topsoil fill underlain by lean clay and/or silt to the boring termination depths. EFH Company Project BODX-94-326 November 15, 1994 Page 3 B.3. Groundwater Groundwater was encountered in all five borings during the drilling operation or after withdrawal of the auger at depths of 8 to 8 1/2 feet below grade, which correspond to elevations of 89 1/2 to 90 feet to the assumed datum. Groundwater levels should be expected to show annual and seasonal variations. Because of the low permeability of the soils, the water levels encountered may not represent the actual water levels. A period of several days may be necessary for the water in the bore holes to stabilize at the groundwater level. c. Analyses and Recommendations C.l. Proposed Construction Definite development plans were not available at the time of this report. We assume the building will be a one-story, slab-an-grade structure. We assume the floor grade will be near elevation 100 feet to the assumed datum. We assume that the building will be supported by a spread footing foundation system designed for a maximum soil bearing pressure of up to 3,000 pounds per square foot (pst). C.2. Site Work Based on the results of the borings, the topsoil till is judged to be potentially compressible and unsuitable for fill and foundation support. The underlying sandy fill and natural soils appear generally suitable for fill and foundation support. We recommend that an excavation/backfill approach be used for site development. This will involve excavating the vegetation and topsoil fill and placing engineered fill, if necessary, to establish building grade. If areas require engineered till to establish footing grade, the excavations must be oversized to provide lateral stability to the engineered fill. The bottom of the excavation should be oversized 1 foot beyond the outside edge of the footings for each foot of engineered fill placed below the bottom of the footings (1: 1 oversizing). H Company Project BODX-94-326 November 15, 1994 Page 4 The bottom of the excavation should be observed by a geotechnical engineer or technician under the direction of a geotechnical engineer to evaluate the removal of unsuitable soils and the suitability of natural or fill soils left in place. Loose or disturbed sands in the excavation bottom should be surface compacted to increase their density and uniformity. This should be done prior to the placement of engineered fill andlor footings. We recommend that sandy till soils be used as engineered fill for ease in compaction. We recommend the engineered fill placed for foundation support be compacted to at least 98 percent of standard Proctor density (ASTM D 698). Engineered till placed for tloor slab support should be compacted to at least 95 percent of standard Proctor density. We recommend the moisture contents of the engineered fill soils be within four percentage points of the optimum moisture content. Compaction tests should be taken at 2-foot vertical intervals to evaluate the densities achieved. C.3. Foundation Design Based on the results of the soil borings and performance of the above-described soil correction procedures, it is our opinion the engineered fill soils and underlying natural soils should be suitable for support of spread footings sized for an allowable soil bearing pressure of up to 3,000 psf. It is our opinion that total and differential settlements based on these loadings should not exceed 1 inch and 1/2 inch, respectively. This loading should also provide a theoretical factor of safety of greater than 3 against localized shearing or base failure of the spread footings. We recommend that the site be graded to provide positive drainage of run-off water away from the building at all locations. C.4. Floor Slab Support We recommend that the upper 6 inches of soil below the floor slabs consist of a sand containing less than 10 percent fines passing the number 200 sieve. The sand cap will aid in limiting ground moisture migration to the tloor slab. If tloor coverings less permeable than concrete will be used, we recommend that a vapor barrier be placed below the sand cap. EFH Company Project BODX-94-326 November 15, 1994 Page 5 C.s. Pavement Areas We recommend the vegetation and topsoil fill be excavated from the pavement areas. If areas require engineered fill to establish pavement grades, the excavation should be oversized at least 1 foot beyond the outside edge of the curbline for each foot of fill placed below the bottom of the curbline. The engineered fill placed in paved areas should be compacted to at least 95 percent of standard Proctor density to within 3 feet of subgrade and 100 percent within the upper 3 feet. We recommend the moisture contents of the engineered fill soils be within four percentage points of the optimum moisture content and that the engineered fill soils within 2 feet of subgrade have a moisture content no greater than one percentage point over the soils' optimum moisture content. Prior to placement of aggregate base, we recommend that the subgrade soils be test rolled with a loaded tandem truck to detect unstable areas. Any unstable areas should be sub cut and replaced with a drier, compactable soil or dried and recompacted. Based on the results of the borings, we al)ticipate that the pavement subgrade soils will consist mainly of a lean clay with an assumed Hveem stabilometer R-value of 12. For pavement design of car parking areas, we recommend a pavement design of 8 inches of Mn/DOT Class 5 aggregate base overlain by 2 1/2 inches of bituminous wear (Mn/DOT 2331 Type 41). In drive and truck loading areas, we recommend this design be increased to 9 inches of aggregate base overlain by 4 inches of bituminous. The drive and truck bituminous sections can be separated into 2 inches of bituminous wear overlying 2 inches of bituminous base (Mn/DOT 2331 Type 31). It should be noted that the recommended pavement sections are based on a 20-year design life. A thinner pavement section could be used but would likely result in more than normal maintenance and a possible shorter pavement life. C.6. Utilities Based on the results of the borings, the clays and sands encountered at the anticipated pipe invert levels appear generally suitable for pipe support. We recommend that the utility trench EFH Company Project BODX-94-326 November 15, 1994 Page 6 backfill be compacted to the specifications previously outlined in Section C.5, Pavement Areas. Groundwater was encountered between depths of 8 to 8 1/2 feet below existing grade. If groundwater is encountered in the utility trenches, we recommend that sump pumps be used to aid in removing the water. Additional aggregate should also be anticipated in these areas to provide a stable pipe bedding subgrade. C.7. Cold Weather Construction If site grading and construction is anticipated during cold weather conditions, we recommend that good winter construction practices be observed. No fill should be placed on soils which have frozen or contain frozen soil. No frozen soils should be used as fill. All snow and ice should be removed from cut and fill areas prior to additional grading. Concrete placed should be maintained at a temperature in excess of 50 degrees Fahrenheit for a minimum of 48 hours following placement. Concrete should not be placed upon frozen soils or soils which contain frozen material. Frost should not be permitted to penetrate below footings since such freezing could heave and crack footings and/or the foundation walls. D. Procedures D.l. Drilling and Sampling The borings were performed on November 2, 1994, with a truck-mounted core and auger drill. Sampling for the standard penetration borings was conducted in accordance with ASTM D 1586 "Penetration Test and Split-Barrel Sampling of Soils." Using this method, we advanced the bore hole with the hollow-stem auger to the desired test depth. Then a 140- pound hammer falling 30 inches drove a standard, 2-inch OD, split-barrel sampler a total penetration of 1 1/2 feet below the tip of the hollow-stem auger. The blows for the last foot of penetration were recorded and are an index of soil strength characteristics. Samples were taken at 2 1/2-foot vertical intervals to the 15-foot depth and then at 5-foot intervals to the termination depth of the borings. EFH Company Project BODX-94-326 November 15, 1994 Page 7 The power auger borings were taken in accordance with ASTM D 1452 "Soil Investigation and Sampling by Auger Borings." The soil classifications and strata depths were inferred from the disturbed samples brought to the surface by rotation of the auger. D.2. Soil Classification Soils encountered in the borings were visually and manually classified in the field by the crew chief in accordance with ASTM D 2487 "Unified Soils Classification System" and ASTM D 2488 "Recommended Practice for Visual and Manual Description of Soils." A copy of ASTM D 2487 is attached. All samples were then returned to the laboratory for review of the field classifications by a geotechnical engineer. Representative samples will remain in our Apple Valley office for a period of 60 days to be available for your examination. D.3. Groundwater Measurements Immediately after taking the final sample in the bottom of a standard penetration boring, the bore hole was probed through the hollow-stem auger to check for the presence of groundwater. Immediately after withdrawal of the auger, the bore hole was probed and the depth to water or cave-in was noted. The boring was finally checked and then backfilled just prior to leaving the site. E. General Remarks The analysis and recommendations submitted in this report are based upon the data obtained from the five soil borings at the locations indicated on the attached sketch. Variations may occur between these borings, the nature and extent of which may not become evident until construction. If variations are encountered, it will be necessary to make a re-evaluation of the recommendations of this report after performing on-site observations during the construction and noting the characteristics of any variations. Such variations may result in additional foundation costs, and it is suggested that a contingency be provided for this purpose. To permit correlation of the soil data obtained to date with the actual soil conditions encountered during construction and to provide continuing professional responsibility for the conformance of the construction to the concepts originally contemplated in this report and to EFH Company Project BODX-94-326 November 15, 1994 Page 8 the plans and specifications, it is recommended that we be retained to develop and perform the necessary observation and testing program for the excavation and foundation phases of the project. If others perform the recommended observations and/or testing of construction, professional responsibility becomes divided since, in doing so, they assume responsibility for evaluating that the soil conditions throughout the construction areas are similar to those encountered in the borings or recognizing variations which would require a change in recommendations. This report is based on the preliminary design of the proposed structure as submitted to us for the preparation of this report. Because of the limited amount of information available, a number of assumptions were necessary to permit us to make recommendations. If a further soils investigation is not undertaken, it is recommended that we be retained to review the final design and specitications to determine whether those assumptions were correct and whether any change in concept may have had any effect on the validity of our recommendations, and whether our recommendations have been implemented in the design and specifications. If we are not permitted an opportunity to make this recommended review, we will not be liable for any losses arising out of incorrect assumptions, design changes, or misinterpretation or misapplication of the recommendations. Water level readings have been made in the borings at the times and under the conditions stated on the boring logs. These data have been reviewed and interpretations made in the text of this report. However, it must be noted that the period of observation was relatively short and that fluctuations in the level of the groundwater may occur due to variations in rainfall, temperature, and other factors not evident at the time measurements were made and reported herein. Design drawings and specitications and construction planning should recognize the possibilities of variations. EFH Company Project BODX-94-326 November 15. 1994 Page 9 Services performed by the geotechnical engineers for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area. No warranty. expressed or implied. is made. Professional Certification: I hereby certify that this report was prepared under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. ohn T. Carlson. P.E. Senior Engineer Registration Number: 20663 -:r- - - S 5T -1 Proposed Building I I I I ~ 5T-2 . B-4 e 8-5 . B-3 ( --- ) ----- ...----- Cottonwood Lane "" Legend "" ~ Approximate location of penetration boring . Approximate location of power auger boring BRAUN~ GEOTECHNICAL EVALUATION INT DATE SHEET Metro Cabinets DRAWN BY: JTC 1 Prior Lake Business Park APP'D BY: JTC OF INTERTEC Prior Lake, Minnesota JOB No. BODX94-326 1 DWG.No. 1 SCALE 111-40 I F1GURE# 1 PROJECT: Elev. 97.8 96.8 93.8 90.8 88.8 80.8 BODX-94-326 GEOTECHNICAL EV ALVA nON Proposed Metro Cabi?ets . Cottonwood Lane, Prior Lake Busmess Park Prior Lake, Minnesota ASTM Depth D2487 0.0 Symbol 1.0 4.0 SP SM 7.0 SM .. 9.0 ML 17.0 'Iilil ',',I, '!llll ';1::: Ijl,ll I!llll ',',I, 1!1:lj 1!1!1, 1,111, 1,1,1, Description of Materials (ASTM D2488) FILL: LEAN CLAY with SAND, black, moist. (Topsoil) FILL: Poorly Graded Sand with Silt, fine- to medium-grained, with Gravel, brown, moist. POORLY GRADED SAND with SILT, fine-!!rained, brown, moist, medium dense. ~ (Alluvium) SILTY SAND, mostly fine-grained, brown, wet, medium dense. (Alluvium) SILT, with layers of waterbearing Poorly Graded Gravel, brown, wet, loose to medium dense. (Alluvium) SANDY LEAN CLAY, with a trace of Gravel, gray, wet, rather stiff. (Glacial Till) END OF BORING Water down 9 feet with 9 feet of hollow-stem auger in the ground. Water down 12 feet with 19 feet of holIow-stem auger in the ground. Water down 8 feet immediately after withdrawal of the auger. Boring left open. Water down 8 feet 3 hours after withdrawal of the auger. Boring then backfilled. Braun Inl~rl~~ - II I) 4 L.A::\G OF BORING BORING: ST-l LOCATION: See attached sketch. DATE: BPF WL 11/2/94 21 16 12 10 15 13 11 SCALE: 1" = 4' Tests or Notes Benchmark: Surface elevations of the borings were referenced to the top nut of the fire hydrant located on south side of Cottonwood Lane. An assumed elevation of 100.0 feet was given to this benchmark. sz An open triangle in the water level (WL) column indicates the depth at which groundwater was observed while drilling. ST- PROJECT: BODX-94-326 GEOTECHNICAL EVALUATION Proposed Metro Cabinets Cottonwood Lane, Prior Lake Business Park Prior Lake, Minnesota Elev. 97.7 96.7 93.7 - I- ~ ASTM Depth D2487 0.0 Symbol 1.0 - - 4.0 - - - - - - - - 83.7 14.0 - - I- I- h7.2 I- - - - - - - 2O-:S- - - - - - - - - - - - BODX~94- 126 I-- _ Description of Materials (ASTM D2488) FILL: LEAN CLAY with SAND, black, " I I,',', 1,1,1, . ii', ymOlst. ""'1 (T '1) 'I',', OpSOl '1','1. " 'I',', FILL: Silty Sand, fine- to mechum-gramed, III,"~ '1111; with Gravel, brown, moist. Ifill! '11,li ':'-., '.::' END OF BORING Water down 8 feet with 9 feet of hollow-stem auger in the ground. Water down 15 feet with 19 feet of hollow-stem auger in the ground. Water down 8 1/2 feet immediately after withdrawal of the auger. Boring left open. Water down 8 feet 2 hours after withdrawal of the auger. Boring then backfilled. Braun Inl~r1~c - 11115/94 I~G OF BORING BORING: ST-2 LOCATION: See attached sketch. DATE: 11/2/94 I SCALE: I" = 4' BPF WL Tests or Notes / 12 ~ 11 ~ SZ 8 14 8 15 10 ST-2 page 1 of I PROJECT: BODX-94-326 GEOTECHNICAL EVALUATION Proposed Metro Cabinets Cottonwood Lane, Prior Lake Business Park Prior Lake, Minnesota ASTM Elev. Depth D2487 Description of Materials 98.2 0.0 Symbol (ASTM D2488) CL LEAN CLAY with SAND, black, moist. (Topsoil Fill) 96.2 2.0 CL LEAN CLAY, brown, wet. 92.2 6.0 ML SILT, brown, wet. 88.2 10.0 END OF BORING Water down 8 feet immediately after withdrawal of the auger. Boring then backfilled. Braun Inl~r1~c - 11 :> L-G OF BORING BORING: LOCATION: See attached sketch. DATE: 11/2/94 BPF WL B-3 SCALE: 1" = 4' Tests or Notes g B- PROJECT: BODX-94-326 GEOTECHNICAL EV ALUA TION Proposed Metro Cabinets Cottonwood Lane, Prior Lake Business Park Prior Lake, Minnesota ASTM Elev. Depth D2487 Description of Materials 98.0 0.0 Symbol (ASTM D2488) CL LEAN CLAY with SAND, black, moist. (Topsoil Fill) 96.0 2.0 CL LEAN CLAY, brown, wet. I'G OF BORING BORING: B-4 LOCATION: See attached sketch. DATE: 11/2/94 BPF WL 92.0 6.0 CL SANDY LEAN CLAY, brown, wet. 90.0 8.0 ML SILT, brown, wet. SZ 88.0 10.0 END OF BORING Water down 8 1/2 feet immediately after withdrawal of the auger. Boring then backfilled. Braun Inlertec - 1 I 4 SCALE: 1" = 4' Tests or Notes B PROJECT: BODX-94-326 GEOTECHNICAL EV ALUA nON Proposed Metro Cabinets Cottonwood Lane, Prior Lake Business Park Prior Lake, Minnesota ASTM Elev. Depth D2487 98.3 0.0 Symbol CL 96.3 2.0 92.3 6.0 90.3 8.0 88.3 10.0 CL CL CL Description of Materials (ASTM D2488) LEAN CLAY with SAND, black, moist. (Topsoil Fill) LEAN CLAY, brown, wet. LEAN CLAY with SAND, brown, wet. SANDY LEAN CLAY, with a trace of Gravel, brown, wet. END OF BORING Water down 8 1/2 feet immediately after withdrawal of the auger. Boring then backfilled. Braun Inlertec - II I \I' I"G OF BORING BORING: LOCATION: See attached sketch. DATE: 11/2/94 BPF WL B-5 SCALE: 1" = 4' Tests or Notes sz ~~ CITY OF PRI INSPECTION N'lTICE SCHEDULED lATE I ~ TIME A/Vy n.-rrG ADDRESS ..-. S q. / b CPno,v <.4-'<;).,0 OWNER CONTR. PERMIT NO. 01' ,.. //71 II tiln PHONE NO. o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP J;iltFINAL €AJbl,...,.t:I9L~ PLUMBING FINAL o SITE INSPECTION 0 MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o COMMENTS: G"f1/~ - 0 k ~ORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector:/' ~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl ADDRESS 5il? DATE TIME SCHEDULED / t/z.1/o I II,' D t:J ~~~. CITY OF PRIOR LAKE INSPECTION NOTICE OWNER CONTR. PHONE NO. PERMIT NO. tJ(- /I 71 , (J/- / /?O . , o FOOTING o FOUNDATION o FRAMING o INSULATION ~ FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: ,^etro ~~~~ ~fau"/ ~/~ ~ \ eM.AO' ~ D. a<-\. i-T) 8)~ 0 ;;t I~I\,^\JV- LM.~e- +~ ~!~~ o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: E NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE TIME fl. 't~. ~ , A .T. ADDRESS 54-I!!; eo IIONlt/ooD OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP ~PLUMBING FINAL rv~ MECH FINAL ()1-/3S1 o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o COMMENTc'Df'- _ te - Va-V .~v'\. a~~ ~ORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WOR~ CALL FOR REINSPECTION BEFORE COVERING In.....oc.2 jJ~ OWncc'Conlr CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETYl DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS 5c{/? SCHEDULED ~~81 ~ ~:8lJ ~ OWNER CONTR. PHONE NO. Ir~ FOOTING I[j FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION PERMIT NO. r91 -II '79 o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o COMMENTS: ()K -k{ 0 WI =-Iwse ~<>tls fl".AMpdl'l ~O{' ~ ~~",^-'1 ~ORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WOR ,CALL FOR REINSPECTlON BEFORE COVERING Inspector: Owner/Contr: E NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI CITY OF PRIOR LAKE INSPECTION NonCE ADDRESS St.f I f3 OWNER DATE TIME SCHEDULED 1-13 -0 f{ GoHcrn LU~ CONTR. E. r}.\ . PERMIT NO. ~ - 1180 PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXlGRADIFILUNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o ~IRT9T ; ~ 6~ o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTJON BEFORE COVERING '_r. ~ 0Nn&~_ -'l/11'/1 CALL 447- 850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH'" SAFETY! INSNOTJ CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~ /0 !JO ADDRESS Sit ? ~~ DATE TIME OWNER CONTR. PERMIT NO. f+ti.J PLUMBING RI h MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL 0/-- PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: ~ ~ 4( ~ ~Ok: . q ICla'5 a>~~.3rI".wJAcLr~ ,,,,-<:, ~RK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WOR ,CALL FOR REINSPECTION BEFORE COVERING Inspector: P c.~ Owner/Contr: NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl