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406 7th St Eastf'S.".;;""I'1:r.";:~1".. ,.~ '~;."""':;-''f.''~~~'1''.~'''~ .;';".'".W tI .?",." ,.,,,.,"._.--.,,_.~._~, ,.~ CITY OF MONTICELLO /BUILDING PERMIT 250 E Broadway/PO Box 1147/Monlicello, MN 55362 (612) 295-3060 PERMIT # 00-5102 PlD # 155-029-002070 2 Zone: II :"A Plat LaurLng Hillside Terrace Addition Site Address: Legal: Lot 406 East 7th Street 7 Block Property Owner Name: Fulfillment Systems Inc. Address: Same as above City: Phone # 271-1220 State: Zip: Contractor Name: Stract Construction State License # Address: P.O. Box 668 Phone # City:St. Cloud Eng./Architect Name: Address: Plumber Name: Address: Mechanical Name: Address: State: !-I[N Zip: 56302 Phone # State: Phone # State: Phone # State: City:Zip: City:Zip: City: Description of work: Steel Stud and Fire Code Doorway Partion across warehouse area - it will have on Double door for product handling f~ Egress as one Single E!~resist. Value: $ 5,000.00 Door. Tvoe of Work: o New o Addition xa Alteration o Repair o Move o Other Tree Ordinance Applies: 0 Ye~ No Other Handouts Required: 0 Yesfil No Additional Information: Const. type: II - N Qcc. group: Division: Sq. Ft.: Stories: Res. units: Max. acc. load: Fire zone: Fire sprinklers: 0 yes 0 no Off-street parking covered: Off-street parking uncovered: _ Tvpe of Construction: o Single Family o Duplex 0 Multi-Family Commercial o Industria! o Res. Garage o Other Work performed without required inspections will result in removal of materials at owner/contractor's expense until inspections are completed. NO EXCEPTIONS. m. ed, tMs permit and agree to comply with the building code in ication. I agree to comply with the ordinances of the 1"" I ,____.\_ APPlican~urr Building/Of Ida! Signature Zip: FEES: Big. peITIlit 99.75 Plan review State surtax 2. 50 Big. Total Plbg. peITIlit Fixtures S tate surtax Plbg. Total Mech. pennit Fixtures S tate surtax Mech. Total Sewer access Water access Water meter Meter sales taX Meter Total Sew & water permit Tnmk water Tnmk san. sewer Stonn sewer Lift station l07.~r, lq2.~5 CITY OF MONTICELLO / BUILDING PERMIT 250 E Broadway/PO Box 1147/Montlcello, MN 55362 (612) 295-3060 rC'~~T - '"" PERMIT #00-5258 406 East 7th Street 7 Block PID # 155-029-002070 Zone: I-1A Lauring Hillside Addition Site Address: Legal: Lot 2 Plat Property Owner Name: Fulfil1aent Systems Inc Address: 406 East 7th Street City:Monticello Contractor Name: Viking AutOll4tic Sprinkler State License # COOS Address: 1301 L' Orient Street Phone # State: MN Zip: 55362 Phone # City:St. Paul Eng./Architect Name: Address: Plumber Name: Address: Mechanical Name: Address: State: MN Zip: 55362 Phone # State: Phone # State: Phone # State: City:Zip: City:Zip: City: Description of work:Drop 80 existing spriDklers down for a new ceiling. Est. Value: $ 8,890.00 Tvpe of Work: o New o Addition B Alteration o Repair o Move o Other Tree Ordinance Applies: 0 Yes l!JtNo Other Handouts Required: DYes~No Additional InfoJ:~ Canst. type: 1Occ. group: : s-z JS-Z Division: Sq. Ft.: Stories: 1 Res. units: 0 Max. ace. load: NA Fire zone: NA Fire sprinklers: ~ yes 0 no Off.stteet parking covered: Off.sueet parking uncovered: _ Tvne of Con~trllction: o Single Family o Duplex n Multi-Family JEg( Commercial o Industrial o Res. Garage o Other Work perfonnedwithout required inspections will result in removal of materials at owner/contractor's expense until inspections are completed. NO EXCEPTIONS. I have read and examined this permit and agree to comply with the building code in effect at the time of this application. I agree to comply with the ordinances of the Citf\O^ MonticellO. Y\ Ld Applic tSi Date Date Zip:__ FEES: BIg. permit 149.75 Plan review State surtax 4.45 BIg. Total PIbg. permit Fix tores State surtax PIbg. Total Mech. permit Fixtures S tate surtax Mech. Total Sewer access Water access Water meter Meter sales tax Meter Total Sew & water pennit Trunk water Trunk san. sewer Storm sewer Lift station 154.20 TOTAL FEES 154.20 fIPlJ...-......._~" , . ~ "'"""'!:,../~'"'l~:~:,'" .:;;",,'.<: . ~~'~:""'" -1jI'~.~~~~~~~~~~~".;.:,,,_,,,~,;''''' dF''<)-'":',;I'~'~''~'' o/'~.."\.il{7".'r 1.'...... CITY OF MONTICELLO / BUILDING PERMIT 250 E Broadway/PO Box 1147/Montlcello, MN 55362 (612) 295-3060 Site Address: 406 East 7~h Street Legal: Lot Block Plat Property Owner Name: Fulfillment Systems Inc. Address: 406 FAst 7th Street City: Monticello Contractor Name: Stract State License # Address: P.O. Box 668 PERMIT #00-5057 PlD# Zone: Phone # State: MN Zip: 55362 Phone # 320-251-5933 City: St. Cloud State: MN Zip: S63fn Phone # State: Phone # State: Phone # State: City:Eng./Architect Name: Address: Plumber Name: Address: Mechanical Name: Address: Zip: City:Zip: City: Description of work: Enclose entry. Est. Value: $ 5.654.00 Type of Work: o New o Addition ill Alteration o Repair o Move o Other Tree Ordinance Applies: 0 Yes:t!l No Other Handouts Required: DYes XXI No Additional Information: Const. type: Occ. group: Division: Sq. Ft.: S toties: Res. units: Max. occ. load: Fire zone: Fire sprinklers: 0 yes 0 no Off-srreet parking covered: Off-srreet parking \IDcovered:_ Type of Construction: o Single Family o Duplex o Multi-Family 1iJ Commercial o Industrial o Res. Garage o Other Work performed;tithout req/.t:.d inspections will result in removal of materials at owner/contracUfr expense u1}61 inspections are completed. NO EXCEPTIONS. I' d agree to comply with the bnilding code in gree to comply with the ordinances of the I oz-/l_DO Date Ij-C) 0 Date Zip: FEES: BIg. pennit 112.25 Plan review SlliteSurtaX 2.83 Big. Total 115.08 Plbg. pennit Fixtures S llite surtaX Plbg. Total Mech. pennit Fixtures S llite surtaX Mech. Total Sewer access Water access Water meter Meter sales tax Meter Total Sew & water pennit Trunk water Trunk san. sewer Stonn sewer Lift station TOT AL FEES 115.0$ ReceiPt~ .'.I2:~~.:J.-_. Y..J .-" ,.. ...... .-- w. (\ (..-:t\-- -< \ .:~).~) CO'- (f:) ~ l Commercial/lndustnal General Contrador! . Real Estate Development. Projed Management January 27, 2000 City of Monticello Building Department 250 Broadway East Monticello. MN 55362 Attn: Fred RE: FULFILLMENT SERVICE INC- NEW ENTRY Dear Fred: Last fall, you issued Petmit #99-4971 for installation ofa rear entry at the FSI facility at 406 East 7th Street, Monticello. Please find enclosed a copy of that permit and a copy of the inspection sheet from the site. We had discussed the owner's desire to enclose the entry at that time and I agreed to send engineered structural design if we elected to proceed with that idea. Enclosed please find my sketches of the intended enclosure numbered 1 thru 5. Also enclosed, please find Larson Engineering's structural design drawings numbered PI thru P3. Ben's Tool and Iron will be contracted to fabricate the steel structure and Heartland Glass shall have their contract revised to include enclosure of the structure. Strack Construction will install the structure and roof it with standing seam panels. Since it is to be an unconditioned airlock to the building entry we installed last fall, there will be no insulation or finishes provided beyond painting of the exposed steel not protected from the weather. The value ofthis additional work is estimated $5,654.00 ease advise me of any additional costs to expand our permit for this will issue a check to you at once_ We intend to do this work as weather petmits, thus I will have my superintendent notify you when we commence and request appropriate inspections. Please call if you have questions or require additional infotmation. Thank you for your attention to this matter. Sincerely, ~ ..::; 1..' %' 71iuJ~ pft ~ ~ Michael 1. Smith ~ '6 . 0 Vice President of Operations ~ 100 @ ~IO \'H rn1 JAN. 200J l!J MJSfse Enclosures L~I1Y OF MONTICELLO C;mike:letlers: peac I 0 lVi- I/li fill 1//.I/f/lfI!, (In/ 11'1 n.I/IIJDIlDmlnlil:f1l II..IL...III!/Dl.". 11..allHIIMI1I'..,.,TI.,1.r tfI'IIIlIl.IH.'BI/III!/fI, ill JIiCCi'JS itl Ii'rlm Ii tllllf,1I111t111UI.,1I11 fllltlllt itl f! Iiii'! I mm_""UflI.,,. eVi'ry .'llrtlc,' i'1I111I DC. II )f //.Iti '11, l'i' III~ tI tlJ Ic/WlliI jfllJC IIf I .r: 1l1.lm:."1: lIllIIIlllil~'f3II''''r.-f,1: rarr.nm..,.,.. r free" 888 JJJl:.IIJ. rIIJ61S1'", I, Project &"1 l. -0// D Re /lJP--8A.J EN r:/Z.;I SheeINO.~ Job No. J 573 Date 1;/-Sr99415LilacStreet, Lino Lakes, MN 55014 Office 612.:786-7722. FAX 612.786-0229 1-800-336-6546 J 1- j 9.J n_ ._..."..~_._..___.."...j."...",.. cP.: I I 4 '.. I I_i 1.Or-^\'-<;.~~.Q . C2'P--!_-s,\:Cle:.. ..rK ..- P.r,~..~.r . APlbOe'~",-#~~f.:))J So- o.e~ I Iii Flexicore Hollowcore Plank · Precast Beams and Columns · Insulated Wall Panels I; II il i j I I I I Project Sheet No.L Job No. /.673 Date 1113D/99 Since 1897 CONCRETE PRODUCTS COMPANY 415 Lilac Street, Lino Lakes, MN 55014 Office 612-786-7722' FAX 612-786.0229 1-800-336-6546 Re i~c'l!$.~Ewtl.-Jg f.' ,,'..-----c:---.,,-,..,,~.--~..".r-'.-'...,----.-" ,.,__, n i' "I; I t3~-~ ._l · - .. l.__n;...-s;-rz.V ~-y~,- I . -:sr:€. e.u. .. ! l-" .......~l'--FilAMl:. I f) om _ . __~ "__:!' n:, ~ --. -- --- D/V ~j J5;vr-l1l' ~-- :6V'~ O(jlJ)~~ ~~r_.--y tSclS~4 W/JJI. /r~121(CDw~ H.;6J 3~D' a .A .' s.. ~ A' I Z-XL 6-6,- i I I I I 1iI-CELEBRATING 100 YEARS OF CUSTOMER SERVICE Flexicore Hollowcore Plank. Precast Beams and Columns · Insulated Wall Panels Project 16 Sho"N~~ Job No. / 5.7.3 Date II /30/99 I I CONCRETE PRODUCTS COMPANY 415 Wac Street, Uno Lakes, MN 55014 Office 612-786-7722 · FAX 612-786-0229 1-800-336-6546 Re A ]t?~ A/ rAJ/J'l.# Byco . ~ 5 ~ Coo '}z!' b/STJ;J~ cD.v<:" I..t",>.., 1/ mm ... 4-1j;;j.7Ji-;/ NC(.V ~...vC::: J,.J -"9// m IQ t-_m~ m\;\ mm. "-1. q Jmm m~~~ x~ j 1 q i-\ e e. i!~.~1 ~. q!- ?,'I 41' t:. q ~ // 11m Flexicore Hollawcore Plank . Precast Beams and Columns . Architectural Precast A T ~i?a,rm 5fEJ~~~~~"lL7~~.. Sheet No. 5/ Job No. 1'57:3 Date 11/ ~q h9 Project Since 1897 CONCRETE PRODUCTS COMPANY 415 Lilac Street, Lino Lakes, MN 55014 Office 612.786-7722. FAX 612-786-0229 1-800-336-6546 Re 2" FA_~~7\) iP""'~L r----------- i I f n.., __n_.t-"=:"--r-..u P_'--:---'" A: .' i rm j J i I Iii CELEBRATING 100 YEARS OF CUSTOMER SERVICE Flexicore Hollowcore Plank · Precast Beams and Columns. Insulated Wall Panels L'J.?J.9~'~ ill..L'~)IIA~, Mlnn.~~~ SON ~!~~~!ER I NG 3524 Labor. Road ~ SWhItelIo.r Lake, MN 55110 I 4'1-9120 m Larson NO. 3037 P. 2 J ,\ SHI:I::T NO 0,. i) COMM, NO BY~. OATF; I " tI TS.3>\.~~.!q. 1 (Z,) 3~' e.f'o.J('o.( ~~C-L.W{.... l' e.~e f'c--ATEI 2. ~1~1b~- T,P I J-. -~._- 1'2. " GO 10 c... W ~l R:e.LO I,A) v..f::.. i:: D \},)~l.-J... ~IOOO E. . se IZ"~]C. E.L0~.pJ DiU I':'. I- I ' I I I ' J Cu"1c.. 1 IST~ ~i j L I i t I ] I I II I I I I @ I L I Dv- ~ l::>.. (::>~~. C. _L?J.9 ~.~,...2.;.~}.AMr "lnnll~~llSON !~t>~l~~ER I NG 3524 Labor. Road c: ,White Be.r Lake. MN 55110 "'\:" -- 1511481-'120 'f'~ ;' , " Lars n NO. 3037 P. 3 I" rA-"'~.1. h'" "-"'T~\ S~II;a:;T NO. CO"""". rIlo. 8Y)U OF IIAT! , ~. (3t.~ ill .. . 0 T 4' E:.Po '1(, 1\ t\:>CA.ltl ~ l"'T'-1p. 'l.. PI...) 1.. l.~ I T$ 'b:Jl ~;JC !. 1(, i, O I r( ~C tt1 - r( nO VI I- Isl &"t';.,)(. ~ II(. eOL lOll_II ~ 1-./c~~ wal..-D ALl.- Cr;)~f\,). ~ b t.c. '" f:.) Slf...t. ~,~ . e:'I(l~T. PIZ-_c.AS:T IA,) "'-l.. ~ 2tP ~ f>~~ . CITY OF MONTICELLO / BUILDING PERMIT 250 E Broadway/PO Box 1147/Monffcella, MN 55362 (612) 295-3060 Site Address: 406 E. 7th St. Legal: Lot Block Plat Property Owner Name: Fulfillment Systems Inc. Address: 406 E. 7th St. City: Monticello Contractor Name: Strack Construction Co. State License # CGEC 0700 (St. Cloud) Addr P.O. lIox ollIS ess: PERMIT # 99-4971 PID# Zone: I-I Phone # State: MN Zip: 55362 Phone # 320-251-5933 City: ~ t. Ld.'Jud State: MN Zi ' bJU! p: Phone # City: White Bear Lake State: MN Zip:55110 Phone # City: State: Zip: Phone # City: State: Zip: Eng./Architect Name: Larson Engineering Address: 3524 LaBore Rd Plumber Name: . Address: Mechanical Name: Address: Description of work: Cut door opening in building & install door with side lites; stoop @ exterior with footing & foundation. Est. Value: $6,000.00 Tvpp. of Wnrk: o New o Addition g Alteration o Repair o Move o Other Tree Ordinance Applies: 0 Yes 0 No Other Handouts Required: DYes 0 No Tvnp. of Condructlnn: o Single Family o Duplex o Multi-Family IX! Commercial o Industrial o Res. Garage o Other Additional Informatinn: Const. type: Occ. group: S-2 Division: Sq.Ft.: Stories: 1 Res. units: Max. occ. load: Fire zone: Fire sprinklers: I!I yes 0 no Ofr -street parking covered: Off-street parking uncovered: _ Work performed without required inspections will result in removal of IDllterlals at owner/contractor's expense until inspections are completed. NO EXCEPTIONS. I bave read and examined this permit and agree to comply with tbe building code in effect at the time of this application. I agree to comply with the ordinances of the Cit of Montlce .. 3 h1 D~te{ QQ Date FRES: , Big. pennit $112.25 Plan review State surtax 3.00 Big. Total $115.25 Plbg. pennit Fixtures State surtax Plbg. Total Mech. pennit Fixtures State surtax Mecb. Total Sewer access Water access Water meter Meter sales tax Meter Total Sew & water pennit Trunk water Trunk san. sewer Stonn sewer Lift station TOTAL FEES $115.25 Receipt # 7L/ I . Date / i (319 q \-4;,/', 3/t./ui i/ CITY OF MONTICELLO DATE TIME Called in . INSPECTION NOTICE Scheduled 1/ II,., qq 'f 111 h'i ./Yl . ComDleted II; <,/ "/ 1I.'j, . r/ PERMIT #: gq- 4CJt-j I ADDRESS: 1-/0 (p L. 7'41 6t OWNER: PHONE #: CONTR: 0t\rA& l~l:I Footings 0 Foundation - Formed 0 Plumbing Rough-in Garage Footings 0 Foundation - Backfill 0 Plumbing Final 0 Floor - Basement 0 Framing 0 Mechanical Rough-in 0 Floor - 3rd Level 0 Insulation 0 Mechanical Final 0 Other 0 Sheetrock 0 Building Final COMMENTS: INSPECTION RESULTS: REASONS: Inspector:~ ~./~~ Approved--Proceed 0 Work Not Ready Unable to Inspect 0 No Permit Issued 0 Stop Work 0 Corrections Not Done 0 Correct Work--Proceed 0 Do Not Occupy 0 Correct Work--Call 0 Unable to Access for Inspection Call 295-3060 for the next inspection 24 hours in advance. INSPNOTCWK4: 09/05/95 White/I nspector File Yellow/Site Notice Vi CITY OF MONTICELLO DATE TIME Called in INSPECTION NOTICE Scheduled \ \ - v:~ -QU.. 1("..... . Completed h I(),'I."~ PERMIT #: ~_L\ql\ ADDRESS: L\ C)l0, ~ (\. ~~ )~ G-T\: '" \:J --t OWNER: PHONE #: CONTR: G~~ }; 0 House Footings --e:. Foundation - Formed 0 Plumbing Rough-in 0 Garage Footings 0 Foundation - Backfill 0 Plumbing Final 0 Floor - Basement 0 Framing 0 Mechanical Rough-in 0 Floor - 3rd Level 0 Insulation 0 Mechanical Final 0 Other 0 Sheetrock 0 Building Final COMMENTS: INSPECTION RESULTS: REASONS: Inspector:~, ~1~~/ Approved--Proceed 0 Work Not Ready Unable to Inspect 0 No Permit Issued 0 Stop Work 0 Corrections Not Done 0 Correct Work--Proceed 0 Do Not Occupy 0 Correct Work--Call 0 Unable to Access for Inspection Call 295-3060 for the next inspection 24 hours in advance. INSPNOTC.wK4: 09/05/95 White/Inspector File Yellow/Site Notice DATE TIME CITY OF MONTICELLO INSPECTION NOTICE op,_ L-\C\\ \ Y()LY En_~-\ 1m (\~ \I (J-\ PERMIT #: ADDRESS: OWNER: PHONE #: CONTR: '0\ ~ ~ \) ~'f\!\ '\. \--~ g tfo~!f~tingS o Garage Footings o Floor - Basement o Floor - 3rd Level o Other COMMENTS: INSPECTION RESULTS: t!! Approved--Proceed o Unable to Inspect o Stop Work o Correct Work--Proceed o Correct Work--Call for Inspection 0 Foundation - Formed 0 Plumbing Rough-in 0 Foundation - Backfill 0 Plumbing Final 0 Framing 0 Mechanical Rough-in 0 Insulation 0 Mechanical Final 0 Sheetrock 0 Building Final REASONS: o Work Not Ready o No Permit Issued o Corrections Not Done o Do Not Occupy o Unable to Access Inspector: ,~~ Call 295-3060 for the next inspection 24 hours In advance. INSPNOTC.wK4: 09/05/95 White/Inspector File Yellow/Site Notice CITY OF MONTICELLO INSPECTION NOTICE DATE TIME PERMIT #: ADDRESS: OWNER: PHONE #: o,C\ - L'HI\ L\C\lC) ~O_~-\ Jfu ~\:r\_Cl~ \ CONTR:0T~-\- o~ Plumbing Rough-in o Foundation - Backfill 0 Plumbing Final o Framing 0 Mechanical Rough-in o Insulation 0 Mechanical Final o Sheetrock 0 Building Final 0 House Footings o Garage Footings o Floor - Basement o Floor - 3rd Level o Other COMMENTS: INSPECTION RESULTS: C$J Approved--Proceed o Unable to Inspect o Stop Work o Correct Work--Proceed o Correct Work--Call for Inspection REASONS: o Work Not Ready o No Permit Issued o Corrections Not Done o Do Not Occupy o Unable to Access Inspector: ~~k Call 295-3060 for the next inspection 24 hours In advance. 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I JI S 3 I @ CID CID I 1 @ CID t" 1 m-a n 1:.E 1 _ ll IJI b. @ 0 CID Q Jl 1:. iii r J' CID @OO TtI~ f;iil n E1- I)) ~ 6t>. II 2, 10 -{D mPDFBERN\. SHIM 4 ~FOUT A~ f.,JE~E~?AR"" iI j(...'f"'o. ,-....l-t~f"1 Ic:.f"""oIl OF WALL PAt-JE.L':::> POUREI? Cot-.JC-Rne: SL.AE> ~-r 6<:I.c.. 1',' . : 0\. It ToP OF FOOTIt-..lC:::l - E-LEV AT IOt-J TA.K-E.t-J Ii HERE. k 1'_1" ~ .~y 5 FOOT II-J ~ ~ '7IZE- p-( 01.(.., -:: Jy HAJ6, 3"\ DETAIL 1 ) ~C-AL..E: I yz." '" 1"0" u......... ~ 1/ WAL.J... PAi--JEL PAIJEL .JOIIJT II 100-0 F~I.s~E.~ Fi.oo2. 2." :: 1V-z''KEYWA-f FOOTlf....IG, ~ ?I'ZE. f;Y G:l.~. DETAIL SCf.,LE: t-J OI-lE. 1111 r1l o"f. zr IJ ITT1 .; J~ Lf'l L4- -J;l ~- I .\ i'm ?(~ :-:::- J' '(}l" =i~ ~= ~ ~ 1 1/ O-:I I" ~ JI ~ fTl L f'Oe. D~~\):; fT1 - r II --\ th~ 80 J'lL I fTI L- f'l \J'I 11 o l-<J r: co Ziii~~~ f1l0\f'1:L--; TT1 \' - { 11}> rn r..".G\r".. I'Z-1Tl1 lJ1:1[110Z:~ clJl~ -1:;0 f1l<(jJ--\L- r]J::;flIoo rn OJ -1 U' J-<'I --I u. D I i\fl \] II" fll I~ -1 I~ )> Z.I o L fl1 l 1:~ Lon fjl~ l. r. G tr 1' re. r, D~ f11 LDfT1 r 71 z- 2! N rn Al CJNf11"11 1I =)< >- lJl4(\ f'll-t)>rbQ,rni. -> r-\)> e. a3~ 7ff.g IJJ V' \fI VI l'\J::":IrJ>" 1 v.lJ,r~ l1C0-> L- Lr~lJ'\JI 0 ryii"2tL]1~~ 0 .G' IJ t;, f-- f<'- z..' Jl]J~ o -{'<>-I" l' t I I ~ T;1 I,z:.-/:> I rn-/:> I I ~ rJ>:tp:..t II 10= --\ f'l II = )JIJ II ~~2 II 1/ RETE J:!>-r U:I,C.' 10\. . (1J FoOTIi-J~ -I r IOI'-J TAI'-E."-I ' r I WALL E::E.YONO 4!' I" trI'Ill, UiV' WALL PA"-IEL If.JSULA TION IIJ EI'JD OF COR 51' G;J.C. DETAI L C.ALE: IV2."=- 1',0" 15'-0" S-rcor t- g-' I V 011::> ~)V I r~KJlI~r.II""" lSULA TED LL PA~EL II-JSULATED WAL.L F'Al--JEL ir---:- - - -- - - c:i I .y I . -. . d I II Yu y I' II II I g I"NOTE: BI'R JOI~ T I. !'\DJAC.E~T To I PAt-JEI.. TO BE 8 pgSIGI'-JED WITH. Sf'-wf,J OPEt-JlfJ(No C-AMBE.R BY SHoWt-JfE.EL SUPPLIER ETAIL N' i I~ j I j I I ~S"ftV6 i/A-~ T'/ ...r Sl~ l,i"'~ io&D fbURED CO~CRETE. SLAB e,-( ~,c... L PAf....IEL JOIf.JT - STM(;,E.R bE.~T J:h1 x ?'O" ~ r/o"AT H CORE OF OPEN I i'-J~ 5-( 6:l,c, 41~OI' ~ :>.'.: I~o I - I':-{ I Coi'-JC.RE TE c..;>Top E:>Y G:l.c.. 2." ePAC.E j;> I V'Z.''I<EI' W.A.t' d1 Ci rn --' I ~ (W I 1 t Jl_ 0 IJ @ ~CID I 1Tl'(1 11 @ ~EI , I Gi CID ~ > C 8 ~ i'~ @ ~I c:'\ ~ e 3'4 @ ,-15 AA'- t Q r- =l i r: t t-t: \ 1t 11 r L_ ~E \ l' S" % tJ. ~(}l ~ X 6i~ I @ 00 lEI ~ ~ Ii-+ 0_ I . I - 0= i I @ ~I ~ I @ @ ~I 0_ 10:36 FRBCON ~ 13202513123 NO. 847 001 EJ FABCON Facsimile Transmission Date: 9.29.99 Job: # 1574 Number of Pages (Including Cover Sheet): 4 To: Mike Smith From: Mark McMillan Company: Strack Construction Company: FABCON, INCORPORATED Phone: 612-890-4444Phone: 320.251-5933 Fax: 320-251-3123 Fax: 612-890-6657 Remarlls:o Urgent I:8l For Your Review o Reply A.SAP.o Please Comment Hard Copy to Follow 0 Yes 181 No Mike: I have enolosed with this fax the details Ihal are required for adding an S' x 6' opening inlo our panel:;. Three E-30 plates are to be bolted allhe two joints above the opening a:; shown, as well as fillingIhecores. I have also enclosed the detail for the installation of the E.30 plates. Please call me a1612-682-7312 if you have any questions. Thank you. Sincerely, Mark McMillan Project Manager I ApprOVed by: Julie AClIMIS Rey.:e ii 10:36 FABCON ~ 13202513123 NO,847 (;>03 PANEL JOINT tNSULATED WALL PANEL (FORM Q:::::l 0 SIDE SHOWN)] SECTION Q:::::l 0 CORE GROUTED SOUD W/CONC A MIN OF 2'-{)" @ CONNECTION LOCATION IN FIELD (f'c=4000 PSI) 0 4, J' 4', 4 I"f . r; I '. . . d . .' 4 . , , ,'u. 4'4 , . 4. ".. . 4 , 4. 9 tJ:. ' " 01 ".". SECrr({N E-30 W/4-1/t'~ x5 1/t' ExP BOLTS WASHERS 1/n -270K STRAND I 41 4' '. 4: .. " 1I "0lI .. . INSULATED WALL PANEL DETAIL @ EXISTING WALL FOR NEW OPENING PANEL MADE BEFORE Joe # 700) CALL FABCON ENGINEERING FOR NUMBER OF CONNECTIONS REQUIRED fiELD DEJAlL - EQ30 1 JOSN QUANTITY. DRAWN BY ,I P !(Ani Ft. MK# DATE ln/??/q7 sn._$-9.l(~IISlJ I T. 22. 1 999 6:48A~!LARSON ENGINEERING SU!tJIiiCTlA,son EnglnMrlng 01 Mln....ol. 3524 Lebo'. Raod WlIlto Boo' Lok., UN 55110 151'''1-8120 Larson 1,' ~o "~v.u..L 00 Gr 00.. l:.~. S.S:I: S. t"Oo , E)(I<a.T. P~Lr- . 4-.0 Nrs O~I I I t 1 II I ~-=--- I 0 I LO ~_ JJ j N. \J\SW gtT:. lL '.J, 'l-,.,..~"-;-:. ..__,~)- r'lt"": 1' :t. 1"\ ."~'- 1.... ........ . J-. :~, .~f .... ~...1 :::.r'_.... 1F .~ {?f\1:';.7.;;~~~:" L ~ ~ xitl ~! r'2;;~;~~~~;.\l- ; ,J~;: NO. 0644 P. 3. SHI!~ NO. OOM~. NO. o. CAT&u:.~ - &-' 0 t-\~s;: I NEW "F,u. I 1'2.."l{I'2." ""'Id:'; I t0~ ~ il~ ~'. 1,"\ ~\..\~ e 1t 4- i .~ 4r Cl'l\-b'tc..VC.' ID-.,)..~.q'l S.~"'I: IV"""":> ~T~p NO, 0644 ?, 2 SIoIEE.T NO. Oil COMM NO. e' I<:.i! CATE'O_~ .~~ 1 22, [999 C:48AM LARSON ENGINEERING I.<IrSO" EIlOI....'I..O of M.......ota SUI'ECT 3524 1.<1110", Road WlIIta Baar I.<Ika, MN ""'0 812/4B1-I1120 . Larson S SlAo..f::. I,o)\...~e 1'.J."olce:..... v 0 i.o (" 1 , 4'0 , I 1:>OO~. lsti~ t f r I .. -" ,.. fu..lVv..tA" Q "'.. 1 t:. oII-....Iil~'b t, I I. I ') Cs jf ;"/ n ',' '"1'1" ,:'4.\ .. " J~ 'f~' 1' l. "'~1?.fwI",1.. ~~'"I' f". 4-:0' "f ,", 0 Fo~v...\.A.<t (;04 1."-.)~w...Iql.\)~ l"~' " ~ 1;r-~' R.:GISTEl'.e:O ... . o""""'''''L ...P,l';. t.:'J.~JI.",I', _ S'~C-rtON 1 s~\'''' "-0 10.~~.'1 1 I.- TO: ~O-Ac:.V- c.c>^-~..t.l"L.\.A.C-4-.c.u EARTLAND I L~~~ ~ JPANy,INC 100 . lrnh AVENUE SOUTH' WAITt PARK, MN 56381' PHO E 13t 25~ 6190 F] XlII' 20) 259.4566 I q'j, Dat I ;;1 rV'-c.-L ed : , LT M"'~ Pk, ILL 4.-...i#-. t'AJl qq9 We propose to furnish A.s descf"ibed below. for c:> l.<>cated .t 0 v':t; .:..e 0 per plans and specifications. d~ted Prepared by Addendas Acknowledoe: For the $1..: This MOP:: heets c>~e.1 5H I l' 'I oX""lco boorz-IH.A'" " k.)/ 3J ' sil:> l'\. '51kt B=IUL.e. "H-.....t"'~ 2.."x"lYz.." Fa.. ""'-i-'\.j ~ i 1,'1,li~~1 ~~d 1.A""s AJ^f>""~ -;-\-;4.. 0(::>0 I l "1,' -;-.,.-, I ,I 0 ; I"'=J"W '-I Jrll-. '15.......4s -r~&.e.'S"'-btA c:. 41/ c..lr.>':'11 ~~I Si.U~1 12->""'- DoQ..- 0 1_ ~{.; c.... -pC\.-~ \ I ill , II I I i II I1i EXCLUSIONS: · I : : I NO CLEANING OF GLASS OR ALUMINUM 'fig .9. ~: II I NO REPLACEMENT OF GLASS BROKEN BY OTHERS. 'I I THE PROPOSAL STATED ABOVE. TOGETHER WITH THE T RMS NO C DITI S STAl!'" d ON THE REVERSE SIDE HEREOF, SHALL BECOME THE GOVERNING CONTRACT urON E ECUTl N er.\lOTH P~R 1l:S IN THE APPROPRIATE SPACES PROVIDED BELOW. ' '~l I I : ~ : CC~PT;D ," I'i OR CO T1....., TLANO GlASS COMPANY. INC. I ATE i: 1U'\..s.k I ~c;.4...LL II cce~eo FOR CONTRACT CONTAACTOl'I.OWNER. TeNANTORAGiNT FOR PROPOSA~ Y BOTH PARTIes. I DATE PROPOSAL SOBJECT TO CHANGE WITHOUT NOTIC CONDITIONS i:t'l~ {,i' CITY OF MONTICELLO / BUILDING PERMIT 505 Walnut Street/Suite 1/Montieello, MN 55362 (763) 295-3060 Site Address: Legal: Lot 406 FAst 7th Street Block Plat Property Owner Name: Sprint pes - Johanna DeMara Address: 5600 North River Road. Suite 300 City: Rosemont Contractor Name: To Be Determined Stare License # Address:City: Eng./Archirect Name: Address: Plumber Name: Address: Mechanical Name: Address: City: City: City: Description of work: Install a telec08IIIl11nications facilitv. includ an ant:enna. SUllPort structure and base station eqJliplllllP..nt:_ associated fencinp; & LandscapinR. Est. Value: $ 50.200.00 Tvne of Work' XI New o Addition o Alteration o Repair o Move o Other Tree Ordinance Applies: 0 Yes IX! No Other Handouts Required: 0 Yes IX] No Additionallnlormation- NA U Tvne of Construction- o Single Family o Duplex o Multi-Family Xi Conunercial o Industrial o Res. Garage o Other Const. type: Oee. group: Division: Sq. Fl.: NA Stories: NA Res. units: 0 Max. ace. load: NA Fire zone: NA Fire sprinklers: 0 yes :e no Off-street parking covered: 0 Off-street parking uncovered: ~ Work performed without required inspections will result in removal of materials at owner/contractor's expense until inspections are completed. NO EXCEPTIONS. I bave read and examined this permit and agree to comply with tbe building code in effect a e time oftbis a lication. I agree to comply witb the ordinances of the City o' DC;. ;' i AF; / /. ....LJ Df ,l R. Q /'){)3 Applicant \" Date ' Date ff1t*?t '+'-~.'~' --"';'-~~",~ PERMIT# 03-7048 PlD # 155-029-002070 Zone: I-IA Phone # 847-318-3765 Stare: MN Zip: Phone # Stare:Zip: Phone # Stare: Phone # Stare: Phone # Stare: Zip: Zip: Zip: 650.75 422.99 25.10 Big. permit Plan review Slate surtax Big. Total Plbg, permit Fixtures Slate surtax Plbg. Total Mech, pennit Fixtures Slate surtax Mech. Total Sewer access Water access Water meter Meter sales laX Meter Total Sew & water pemtit Tnmk water Tnmk san. sewer Storm sewer .055 Lift s!!llion Park & Pathway Fire Lock Box 1.098.84 acres 327.25 TOTAL FEES 1.426.()9 J!#-. I I I I I I I I I I I I I I I I I I I FOUNDATION DESIGN CALCULATIONS FOR A DRILLED PIER FOUNDATION EE, ENGINEERED ENDEAVORS INCORPORATED ENGINEERED ENDEAVORS INCORPORATED 7610 Jenther Drive '" Mentor, Ohio 44060 Tel:(440)918.JJOJ '" Fax:(440)9J8-J/08 Th~ E:xpllJ"Hm(;iHI Point of Viflw CUSTOMER: SPRINT PCS DATE: 03/26/03 STRUCTURE: ] 60' MONOPOLE JOB No: 1]501 LOCATION: MONT]CELLO, MN SITE NAME: MS57XC757 FOUNDATION DESIGN LOADS UNITS MOMENT ft-kips in./bs SHEAR AXIAL LOAD kips kips b, Ib, 23.] 21.4 23]00.0 21400.0 30.0 ]9.3 DESIGN LOADING 2389.1 28669200.0 3105.8 PIER PROPERTIES ANCHOR BOLT CIRCLE 56.0 in ACTUAL DIAMETER 78.0 in ANCHOR BOLT DESCRIPTION: (12) 2 l/4 in BOLTS AT 8 ft 0 in PIER AREA 4778.4 in^2 MINIMUM DIAMETER 76.0 in MOMENT OF ]NERTIA 1816972.3 in^4 SOIL INFORMATION SOIL DESCRIPTION DEPTH DEPTH KH VALUE ~ Y COHESION E" ji in pci degrees pcflpci psflpsi in/in MEDIUM SAND 3.0 36 46 32 95 24.0 288 0,055 FINE SAND 24.0 288 69 32 95 34.0 408 0.055 MEDIUM SAND 34.0 408 203 32 33 40.0 480 0.0]9 GROUNDWATER WAS ENCOUNTERED A T33' BELOW GROUND LEVEL DISREGARD UPPER 36;0 OF SOIL NORMAL SOIL EMBEDMENT ACTUAL EMBEDMENT TOTAL LENGTH Ln= 27.0ft La= 28.0 ft L= 29.0 ft CONCRETE VOLUME v= 35.6yds^3 CONCRETE REINFORCEMENT VERTICAL BARS HORIZT AL TIES TOTAL BAR SIZE 11 5 WEIGHT 3028.41bs 649.4lbs 3677.8Ibs BAR WEIGHT 5.3131bs/ft I.0431bs/ft QUANTITY 20 31.0 LENGTH 28.5 ft 20.08 ft I I I I I I I I I I I I I I I I I I I UNFACTORED MOMENT UNF ACTORED SHEAR MAXIMUM BENDING MOMENT MAXIMUM SHEAR FORCE PIER DIAMETER CONCRETE REINFORCEMENT REBARS # 11 QUANTlTY DESIGN REBARS QUANTlTY MINIMUM REINFORCEMENT RATlO: ACTUAL REINFORCEMENT RA TlO: CONCRETE COVER REBAR LAYOUT RADIUS NUMBER I 2 3 4 5 6 7 8 9 10 II 12 ANGLE phi o 30 60 90 120 150 80 210 240 270 300 330 COORD. 01 33.31 28.85 16.66 0.00 16.66 28.85 33.31 28.85 16.66 0.00 16.66 28.85 LOCA nON OF NEUTRAL AXIS COMPRESSION ZONE PIER STRUCTURAL DESIGN 30450000 in-Ibs 191900lbs 3298.8 It-kips 249.5 kips 78in 3 ksi 60 ksi 20 12 0.0050 0.0065 4in 33.3125 in BAR AREA BAR AREA REBAR SPACING 1.56 in^2 2.60 in^2 10.47 in 0.0018 0.0008 0.0008 MAXIMUM MOMENT CAPACITY REBARS 1 2 12 CONCRETE DESIGN MOMENT HORIZONTAL TIES 31 31.21 4320.72 ft-kips EDGE DIST. di 5.69 10.15 22.34 39.00 55.66 67.85 72.31 67.85 55.66 39.00 22.34 10.15 c"" 13.746 in a = 11.684 in COMPRESSION ZONE NUMBER e FORCE kips 125.98 52.54 52.54 1143.85 TEN ION ZONE NUMBER e FORCE kips 3 0.0019 141.48 4 0.0055 156.00 5 0.0091 156.00 6 0.0118 156.00 7 0.0128 156.00 8 0.0118 156.00 9 0.0091 156.00 10 0.0055 156.00 11 0.0019 141.48 TENSION 1374.96 kips MOMENT TO TO COMPRESSION FORCE MOM. ARM MOMENT kips in ft-kips 125.98 33.31 349.72 52.54 28.85 126.30 52.54 28.85 126.30 1 2 12 CONCRETE COMPRESSION 1143.85 1374.90 kips REBARS MOMENT DUE TO TENSION FORCE MOM. ARM kips in 141.48 16.66 156.00 0.00 156.00 -16.66 156.00 -28.85 156.00 -33.31 156.00 .28.85 156.00 -16.66 156.00 0.00 141.48 16.66 MOMENT ft-kips 196.38 0.00 216.53 375.04 433.06 375.04 216.53 0.00 196.38 2975.02 3 4 5 6 7 8 9 0 1 3577.34 1223.45 I I II I I I I I I I I I I I I I I I I COMPUTE LOAD-DISTRIBUTION AND LOAD-DEFLECTION * CURVES FOR LATERAL LOADING * LOADING NUMBER 1 BOUNDARY CONDITION CODE LATERAL LOAD AT THE PILE HEAD MOMENT AT THE PILE HEAD AXIAL LOAD AT THE PILE HEAD 1 231E+05 LBS 287E+08 IN-LBS 214E+05 LBS X DEFLECTION MOMENT SHEAR SLOPE TOTAL FLEXURAL SOIL STRESS RIGIDITY REACTION IN IN LBS-IN LBS RAD. LBS/IN**2 LBS-IN**2 LBS/IN 0 .916E+00 .287E+08 .231E+05 -.427E-02 .620E+03 .545E+13 .OOOE+OO 17.4 .843E+00 .291E+08 .231E+05 -.418E-02 .629E+03 .545E+13 .OOOE+OO 34.8 .771E+00 .295E+08 .231E+05 -.409E-02 .637E+03 .545E+13 .OOOE+OO 52.2 .701E+00 .299E+08 .229E+05 -.399E-02 .646E+03 .545E+13 -.992E+02 69.6 .632E+00 .302E+08 .174E+05 -.390E-02 .654E+03 .545E+13 -.537E+03 87.0 .565E+00 .304E+08 .411E+04 -.380E-02 . 658E+03 .545E+13 -.988E+03 104.4 .500E+00 .303E+08 -.161E+05 -.370E-02 .656E+03 .545E+13 - . 130E+04 121.8 .436E+00 .299E+08 -.404E+05 -.361E-02 .645E+03 .545E+13 -.148E+04 139.2 .374E+00 .289E+08 -.671E+05 -.351E-02 .626E+03 .545E+13 -.157E+04 156.6 .314E+00 .275E+08 -.945E+05 -.342E-02 .595E+03 .545E+13 -.157E+04 174.0 .255E+00 .257E+08 -.121E+06 -.334E-02 .555E+03 .545E+13 -.148E+04 191. 4 .198E+00 .233E+08 -.145E+06 -.326E-02 .505E+03 .545E+13 - .130E+04 208.8 . 142E+00 .206E+08 -.166E+06 -.319E-02 .44 7E+03 .545E+13 -.105E+04 226.2 .867E-Ol .176E+08 -.181E+06 -.313E-02 .382E+03 .545E+13 -.711E+03 243.6 .328E-01 .143E+08 -.190E+06 -.308E-02 .312E+03 .545E+13 -.295E+03 261.0 -.204E-Ol . 110E+08 -.191E+06 -.304E-02 .241E+03 .545E+13 .200E+03 278.4 -.729E-01 .77 4E+07 -.183E+06 -.301E-02 .171E+03 .545E+13 .773E+03 295.8 -.125E+00 .470E+07 -.164E+06 -.299E-02 .105E+03 .545E+13 .143E+04 313.2 - .177E+OO .217E+07 - . 121E+06 -.298E-02 .510E+02 .545E+13 .317E+04 330.6 -.229E+00 .556E+06 -.632E+05 -.297E-02 .164E+02 .545E+13 .350E+04 348.0 -.280E+00 .OOOE+OO .OOOE+OO -.297E-02 .448E+Ol .545E+13 .375E+04 OUTPUT VERIFICATION THE MAXIMUM MOMENT IMBALANCE FOR ANY ELEMENT -.305E-02 IN-LBS THE MAX. LATERAL FORCE IMBALANCE FOR ANY ELEMENT .450E-03 LBS OUTPUT SUMMARY PILE-HEAD DEFLECTION COMPUTED SLOPE AT PILE HEAD MAXIMUM BENDING MOMENT MAXIMUM SHEAR FORCE NO. OF ITERATIONS NO. OF ZERO DEFLECTION POINTS 916E+00 IN 427E-02 305E+08 LBS-IN 192E+06 LBS 10 1 I I I SUM MAR Y TAB 1 E I BOUNDARY CONDITION BC1 2310E+05 BOUNDARY CONDITION BC2 2867E+08 AXIAL LOAD LBS 2140E+05 PILE HEAD DEFLECTION IN 9165E+00 MAX. MOMENT IN-LBS 3045E+08 MAX. SHEAR LBS 1919E+06 I I I I I I I I I I I I I I I c II' rir ~ z L1 llllllrI ~ TI1'1TI"'"'''''' ,", " i~ d JIU~~ " i~I I111 I 111 II ~ OIIUIU II III III IIF 1\ ,- ~ 1/ V \ \ ,\11 ~ J. ~ '- """ s' I.1\ \ ~ E:P:E )> I .3 @ 6" >R~R OIN I 27 @ 12" O.C. 27' 0" Q.C.=lS" 3" z 0'-"02:--. 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