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3670 Widgeon Way CASH RECEIPT ~ ~ ~ ' • CITY OF EAGAN ~ P. O.$OX 21-199 EAGAN, MINNESOTA 55121 DATE 19 RECEIVED FROM AMOUNT, $ & DOLLARS ~oo ? CASH []_CHECK , ~ FOR /41 .r ~ 9~ t~ ~ ' . ~ ~ • • , . ~ ~ i . FUND CODE AMOUNT ' ) ~ Thank You . 13,r White-Payers Copy Yellow-Posting Copy Pink-File Copy ' CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 • PHONE: 454•8100 / BUILDING PERMIT 1r2 DZJz~ f-;-;i~~C Receipt # ?'r V~CPL1Y~7~l1i"~ S8400`J JULY 1 7 To be ua~d for Est. Volue , Dote , 19 Site Address ~ y 5 70 WIDGFON V;AY Erect jj occupaticy R3 Lot - Block Sec/Sub. ST. "PAiV u400B 3Remodel ? Zoning Parcel No. Repair ? Type of Const. V Eniarge ? No. Stories of Name Y T l SCHER Move ? Length 6 r Z W 0`.~ ~1 Demolish ? Depth 62 15 Address ~ City ' Phone 4 3 2- 7? 3 2 Grade ? Sq. Ft. >1~1-1P~~ PARTNEI2SHIP Apvrovob Fees ,o Name .0 Z~ .i ~ v . Y iJ Assessment Permit ~ Address - 1.1.32 Woter & Sew. Surchorge u ~ City t~t, Phone Y~ 2. 5 d Police Plan check :_;iIGENE KRUI ;GFR 52 5 . G WW Name Fire. SAC i~ Addre;s F'D' Eny. Woter Conn. 4 7 0.0 U tW City 1'»' t'lIPhone Planner Water Meter ~ j? OU ' Countil Road Unit 260.00 I hereby acknowledge that I have read this opplicotion and state that Bldg. Off. Parks the information is correct ond agree to tomply with oll opplicoble APC Total Stote of Minnesoto Stotutes and City of Eagon Ordirwnces. ~ 9 3 7 Var. Date Sipnoture of Permittee , 1' _ r: A Building Permit Is issued to: on the express tondition Ihot all work sholl be done in accordance with all applicable Stote of Minnesota $tatutes ond City of Eegan Ordinances. ~ Buildinp Officiol Permit No. Permit Holder Date Plumbing q i L~( 6 H.V.A.C. Electric ~ 5~~ MQ ~'Q7/ _ ~ g~ S'U Softener Inspection Date Insp. Other Footings Foundation Framing Rough Pibg. Rough HVAC i U v• Inwlation Final Pibg. -1 Final HVAC Final Cert/Occ. Water Describe Location: Well . Sewer Pr. Disp. • CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 N9 9?78 PHONE: 454-8100 BUILDING PERMIT Receipt Te be uad for FOUNDATION Est. Value Date JULY 6 , 19 04 Site Address 3 t' 7fl` 7 2 W I DGEON SJAY Erect ? X Occupancy P, 3 Lot 1&Black 2 tec/Sub. ST I'RAN iNOOi) 3 Aiter Q Zoning f',1 Parcel No. Repoir ~ Fire Zone i~~ A Enlarye ? Type of Const. v oe Name FISCHER STAPF PAR`I'NERSHIP Move p # Srories ~ 6801 W 150TH 36 Address Demolish ? Length City APPLE VAL Phone 432-7132 Grode p Depth 62 Sq. Ft. St'~1E Approvals Fees o Name 00 Address Assessment Permit • ~ City Phone Water & Sew. Surchorge F Police Plan check FW Name Fire SAC ~ Address Eng, Water Conn. ~W City Phone Planner Water Meter Countil Road Unit I hereby acknowledge that I have read this opplication ond stote that gldg. Off. the intormation is corrett ond ogree to tomply with oll opplitoble ' 1 5. Q Q Stote of Minnesota Stotutes and City of Eogan Ordinances. APC Totol Sipnoture of Pertnittee A Building Permit is issued to: F15CHER S`1'APL' PAi2TNLRS11I13 on the expreu condition thnt oll work shall be done in accordance witrf afl, opplicoble 5tate of Minnesoto Statutes ond City of Eopon Ordinances. Buildinp Officiol ~ , ,J Permit No. Permit Holder Misc. Permit No. Hoider Plumbing H.V.A.C. Well Water Disp. Sewer Ebctric Irnpection Date Insp. Other Footinga Foundation Framing Rouph Plbg. Rough HVA Inwlation Final Plbg. Final HVAC Final Water Deso?ibe Location: wen ~ Sawer Pr. D'~sp. Receipt PLUMgING PERMIT Permit No. CITY OF EAGAN - Fee ~ Fill in numbered spaces S/C Type or Print legibty Tot. /j_ , 1. Date 2. Installation Cost ~U ~ ~ ~ ~ 3. Job Acfdress LotBlk. Tract T 4. Owner (~,:1lt Y' i 5. Contractor Phone G/ z y- 6. Address l41 - --t-- 7. City_z-"ii State Zip _ 8. Building Type: Residential Lz} Commercial ? Institutional O 9. Work Description: New LtJ'' Add ? Alter ? Repair ? 10. Describe 1 11. No. Fixtures No. Fixtures Water Closet Cesspool/Drainfield / Bath tubs Septic Tank Lavatory Softner ~ Shower Well Kitchen Sink Urinal/Bidet Other Laundry Tray ~ Floor Drains f Drinking Ftn. Slop Sink _L Gas Piping Outlets 12. I hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed : for Rough F inal ` Inspections: Date Insp. Date Insp. ' This is your permit when numbered and approved. Approved CITY OF EAGAN 454-8100 Receipt MECHANICAL PERMIT Permit No. o I CITY OF EAGAN Fee Fill in numbered spaces S/C Type or Prini legibly Tot. 1. Date 7 2%' 2. Installation Cost 3. Job Address 3U 7 v ot~_B~_~ Tract 4. Owner r 5. Contractor - Phone ' `r 6. Address7 5 "'k_ 7. City ~f.~----,--~~ State Zip 8. Building Type: Residential 0- Commercial ? Institutional ? 9. Work Description: New Q" Add O Alter 0 Repair ? 10. Describe Fuel Type 11111-~ 11. No. Equinment 8TU - M. Ea. hlo. Equipment CFM ' Forced Air Air Handling: Mfg. Boilers Mech. Exhaust Mfg. Unit Heater ~ Mfg. Other Air Cond. Mfg. ~ Gas, Piping Outlets 1 12. I hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes g_overning this type of work. Signed : c.~-?~-~ 4 for Rough Fina ' Inspections: Date Insp. Date ~Insp. P-el_ This is your permit when numbered and approved. ~ Approved CITY OF EAGAN 454-8100 ' CASH RECEIPT T~ CITY OF EAGAN P. O. BOX 21-199 EAGAN, MINNESOTA 55121 DATE 19 ~ RECEIVED FROM -./-.-AMOUNIT ~ & DOLLARS +'o 0 ? CASH ~ CHECK FOR. FUND CODE AtAOUNT J ,i Thankj /You BY White-Payers Copy , Yellow-Posting Copy Pink-File Copy CITY OF EAGAN , 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT 1/2 JUP/vAR ReceiPt # To be wed fer XJCXVX%xJI&ARXEst. Val ue $ 9 8,0 0 0 pOte J UL Y 17 , 19 't3 4 SiteAddress 3672 WIDGL:Oiv 'WAY Erect ~ Occupancy R3 Lot 7 Block Sec/Sub. ST FRP'i`7 WOOD 3 Remodel ? Zoning R Parcel No. Repair ? Type of Const. V Eniarge ? No. Stories ~ Name RAY }~'ISCHER Move ? Length __32_ Z Addre~s W. ST Demolish ? Depth ~ 9 City `3 Phone Grade ? Sq. Ft. .432-7132 oe FISCfiER STAPF PARTNERSHIP Approvals Fees Zo Name ME Assessment Permit 11 427.00 Ou Address u~ City Phone Water & Sew. Surchorye 9- 00 Police Plon check 113.50 t~ f:iJGENE .<RUEGER 525.00 W W Name Fire SAC _K Addre~s ~ ~ ~ ~ ~ Enp. Woter Conn. 0 ~ W City r RON ~ 2 hone Plcnner Water Meter b 3_ 0 0 Countil Road Unit 60- ~ o I hereby acknowledge that I have read this opplication and stote that gldg. Off. Parks the informotion is correct and ogree to comply with oll applicable APC Total ~10/•-~ Stote of Minnesota Statutes and City of Eagon Ordinances. Var. Date Sipnoture of Permittee FISCi:t'i~ S`l'A?F PAit`t'ivE:=~SH1i~' A Building Permit is issued to: on the express condition that all work sholl be done in accordorxe ~ith all opplicoble State of Minnesoto Statutes ond City of Eopan Ordinances. Buildinfl Official - - Permit No. Permit Holder Date Plumbing ra ~ ~ H.V.A.C. 't I ~ ~ Icl-51~'1 Electric R M~ ' ~ y O Softener Inspection Date Insp. Other Footings Foundation ~ Framing J'J Rough Pibg. iRough HVAC ~ Inwlation Final Plbg. 17- Final HVAC Final Cert/Oce. Water Describe Location: VUell ,111°ra Sewer 1 Pr, Disp. CITY OF EAGAN Remarks~_I5 ~ `~y~ 3 Addition_ST• FRANCTS WOOH 3RD Lot 1 e1k 2 Parcel 10-63902-010-02 owne: Street 3670 WIDGEON IYAY stace EACAN M 55123 Improvement Date Amount Annual Years ~Payment Receipt Date STREET SURF. 3 STREET RESTOR. GRADING ~ SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA 1 STORM SEW TRK 1985 377.91 25.19 15 72- STORM SEW LAT 1983 396.84 79.37 rJ CURB & GUTTER ' SIDEWALK STREET LIGHT Road Unit 260.00 #44782 7-18-84 WATER CONN. 470.00 11 " BUILDING PER. 9319 11 i; SAC n -2500 PARK CITY OF EAGAN Remarks Addition S't' • FRAI`1CTS WWD 3RD Lot 2 Bik Z Parcel 10-65902-020-02 owner' street 3672 WTDGBON WAY State EMAN MN 55123 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. (pO 1982 199.14 39.83 5 - s STREET RESTOR. GRADING SAN SEW TRUNK 1985 159.20 10.61 15 148.59 A015635 6-ia - S SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA 1983 83.97 16.79 rJ 60 - 3-YS STORM SEW TRK ' 1985 377.91 25.19 15 352.72 405G- !o -/a- e-'S STORM SEW LAT 737 1983 396.84 79.37 5 158.76 A015635 ~-ia - 8CURB & GUTTER ' SIDEWALK STREET LIGHT Road Unit 260.00 WATER CONN. 470.00 V BUILDING PER. SAC 595-00 PARK ci Y OF EAGAN WATER SERVICE PERMIT 3830 Pilot Knob Road I P. O. ~ox 21199 PERMIT NO.: ~~M ~~~~4 EagaA, MN 55121 DATE: R2 - No. of Units: ~ du ~Llex Zoning: pN, F c . . n .r. ~ ner: ;r.• `i::s Ada•ess• ite Address• t3MO Plur~be. L~~_Ad Meter No.: 0 1 ~ion Char9e: 15.00 pd Size: unt Deposit: Permit Fee: 10.00 pd eader No.: .50 pd 1 egres M wmPly with the Citr of Eegen Surcharge: 63 OQ p meter ~i~ ~-`S an Misc. Cho~es: r ~f Totol: ~ C Dote Paid: BYf D e of Insp.: I^sp" ciT ' OF EA(3AN 3830 Pilot Knob Road SEWER SERVICE PERMIT P. O. Box 21199 PERMIT NO.: Eagan, MN 5512X pqTE; - - yz up ea Zoning:' 1` No. of Unlts: ~~r: F:Lscher ap nsp Addr, ss: Site Address• ReCn wav ~Z a : ranc bs , oo•:; 3: _ Plumbee -enz _.yan 4 ~ . . 1,) I eoree !o wmolr wilh t1N Ciey of Eapn Connection Cherpe: 425.00 pd OrAinenem Acwunt Deposit: i5.00 r t_ Permit Fae: p , Surcharpe: p ` By Misc. Cherpes: Date of Insp.: Totai: Insp.: Doft Paid: k., 00 . . _ . . _ . -aa.a~;. .t8h:..a~...a;.:. b CITY OF EAGAN WATER SERVICE PERMIT 3830 Pilot Knob Road $OJIRXXS£ 5' P. O. Sox 21199 PERMIT NO.: i , v Eagan, MN 55121 DATE: Zon;ng: No. of Units: 1 c f duplex Owner: ` i s c p Addf°ss' St Francis Woaad 3rd Nddress: ~ite lurnber: 470.76 No.: ~ ~ion Charge: P / f ~ Actount Depostt: - . 00 pd Sze: 10.00 pd Reoder No.: o~ L I'7 5~ q Permit Fee: .50 pd I egros to eomply wieh lhe Citp of Eayan Surcharge: 63, pd tnetel' prdine Mlsc. Charges: Totcl: gy Date Paid: Doe of Insp.: InsP•: ciTY oF EaGaN WATER SERVICE PERMIT 3830 Pilot Knob Road 2stmixxxfi' P. O. Box 21199 PERMIT NO.: Eagan, MN 5E-121 DATE: Zoniny: 1`2 No. of Units: o dug ex ' Owner: riucher Stap Ptnnn Address: 3670 Widgeon sy L1 r~,c St ~'rgncis b'oc~:l 3rd Site Address: Plumber: ' xen2 yaII 00 p Meter No.: Connection Charge: Size: Account Deposit: 15.00 p Reader No.: Permit Fee: .00 p`~ 50 i agree to oow~pl~r w~h tIN Citr of Eeqon Surchorge: p Ordinonw. Mlsc. Charges: 63.00 p metEr Totcl: By Dote Paid: Dote of Insp.: Intp.: CITY OF EAGAN SEWER SERVICE PERMIT 3830 Pilot Knob Road P. O. Box 21199 PERMIT NO.: Eagan, 11fiN 55121 DATE: Zoning: P") No. of Units: )i duDlex Owner: FisCher Stapf Pttnap Address: Site Address: 3670 WidgeoA Way I,1 B2 St Francis Wood 3rd _ Plumber: r'enx Rva't7 ;-1ts--34 44782 425.00 pd 1 egre~ to eompy wIHh Nhe Cit~r ef Eogaw Connection Chorge: Ordinenoet. Account Deposit: 15.00 Pertnit Fee: • r ` c Surcharge: p gy Misc. CFarges: Date of Insp.: Total: Insp.: DoM Pald: , , . , . CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT 1/2 DUP/GAR PHONE: 454-8100 ReceiPt # Te be used for RRX~~RAIAR Est. Volue $ 8 4, 0 0 0 _ Dote JULY 17 , 19 $ 4 Site Address 3670 WIDGEON WAY Erect IN Occupancy R3 Lot 1 Block 2 Sec/Sub. ST. FRAN WOOD 3 Remodel ? Zoning R Parcel No. Repair ? Type of Const. v Enlarge ? No. Stories ` W Name RAY FISCHER Move Lenytn 36 Z 6801 W 1~j ~'+H Demolish ? Depth ~ Address Grade ? Sq. Ft. City APPLE VAL phone 432-7132 ~ FISCHER STAPF PARTNERSHIP Approvals Fees Name ,O Zv 6801 W 150TH Assessment Permit u~ AddressAPPLE VAL 432-7132 Water & Sew. Surchurge 42.00 1- City Phone 192.50 Police Plan check Lu W Name EUGENE KRUEGER Fire SAC 5 2 5. 0 0 Address R.F.D.#2, Eng. Water Conn. 470.00 '<W City CAMERON, Wlphone Plonner Water Meter 63 . 00 Council Rood Unit 260, 0 0 I hereby acknowledge that I hove read this appiication ond state thot Bldg. Off. Parks the informotion is correct ond agree to comply with oll opplicable APC Total $1, 9 3 7. 5 0 State of Minnesota $totutes and City of Ea9on Ordinances. ' Var. Date Signoture of Permittee A Building Permit Is issued to: FISCHER STAPF PARTNERSAIP on the express condition that all work sholl be done in ctcorda e csll o lica le St e of Minnesota Stat tes ond City of Eagan Ordinances. Building Officiol ' i CITY OF EAGAN Include 2 sets o.f plans, ~ 1 Gertificate of Survey-& - BUILDING PERMIT APPLICATION 1 set of energy calculations. ~o~ ~ - r1b Be Used Fo . Valuation Date 2216 4 Site Address 3~ 1 Z w 1 p G-p F.L Won,,~ 4 pFFICE USE_ ONLY Lot ~ Block Sec./Sub. '-')T.'F9ANuS Erect ~ Occupancy WCX Parcel. ~~JS - 3~° Alter ~ Zoning I Repair Fire Zone ti1 P" OHmer: Enlarge 'Iype of Const. Address : (n Bj I IE56T-4 ST; 1"bve # Stories Demolish Front 3 Z ft . City/Zip Code: Grade Depth ft. Phone APPROVALS FEES Contractor: Assessments Permit ¢Z~ , Water/Sewer Surcharge Address: Police Plan Check 2 3, so City/Zip Code: Fire SAC ZS.= Eng. Water Conn. q:~ O.°~ Phone Planner Water Meter (072, Arch./Eng ~(~c~ CZU C Ca ~ 12 Council Road Unit Bldg. Off. Address: APC City/Zip Code: Phone # : 'IC7I'AL 0-0 7` S 0 _ _ CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT 1/2 DUP/GAR Receipr Te be uaed for M~NIM~XSARXEst. Volue $ 9 8 ,0 0 0 Date JULY 17 $4 SiteAddress 3672 WTnGF.ON WAV Erect ~ Occupancy R3 Lot 2 Block 2 Sec/Sub. $T FRAN WDOD 3 Remodel ? Zoning RI Parcel No. Repair ? Type of Const. V Enlarge ? No. Stories ~ Name RAY FISCHER Move ? Length '12 Z Address 6801 W. 150TH ST Demolish ? Depth r ? ~ City APPLE VAL phone 432-7132 Grade Sq. Ft. FISCHER STAPF PARTNERSHIP Approvols Fees o Name Assessment Permit $ 427.00 Address SAME City Phone Woter & Sew. Surcharge 4 9_ 0 0 Police Plon check 2-1- 3- 5 0 ~W Name EUGENE KRUEGER Fire SAC - 00 Address R. F. D. # 2, Eng. Water Conn. 470- n 0 ~ W City CAMERON, WTPhone Plonner Water Meter 63-~10 Council Road Unit 76n n 0 I hereby acknowled9e thot I hove reod this applicotion ond state thot gldg. Off. Parks the informction is correct and ogree to comply with oll applicoble APC Total 2~ ~ ~ 7. 5 ~ Stote of Minnesoto Statutes and Ciry of Eogon Ordinances. Var. Date Signature of Permittee /1 Building` Permit is issued to: FISCHER STAPF PARTNERSHIP on the express condition that ail •work sholl be done in bccordonce it II oppliw tate of Minnesota Statutes cnd City of Eogon Ordinances. 8uilding Officiol CITY OF EAGAN ~T 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55721 l~l ? 9276 PHONE: 454-8100 BUILDING PERMIT - Receipt # To be used Ior FOUNDATION Est. Value Dote JULY 6 , I q 84 Site Address 3670-72 WIDGEON WAY OX R3 Erect Occupancy Lot 1& B9ck 2 Sec/Sub. ST FRAN WOOD 3 Alter p Zoning Rl Parcel No. Repoir ? Fire Zone N A oe Name FISCHER STAPF PARTNERSHIP Move Enforge ~ Type of Const. V z 6801 W 150TH ? # Stories Address Demolish ? Length 3 6 ° City APPLE VAL phone 432-7132 Grode ? Depth 62 Sq. Ft. Approvals Fees o Name SAME OU Address Assessment Permit u~ City Phone Water & Sew. Surcharge ~ Police Plon check W W Name Fire SAC H x,~-~ Address Eng. Water Conn. <uZ, City Phone Planner Woter Meter Council Road Unit I hereby ocknowledge that I hove read this opplicotion ond stote that gldg. Off. the information is torrect and ogree to comply with ali appiicoble $15.00 State of Minnesota Statutes and City of Eagan Ordinances. APC Totol Signoture of Pertnittee /1 Building Permif is issued to: FISCHER ST PF PARTNERSHIP on the express condition thni oll work shall be done in accordonce wi I opplicabl St e of Minnesota Stotutes ond City of Eagan Ordinances. Building Official 9-y-2y ~~3 5t~-A ,.0 e~ ~'1P"- YIF, so Fire No. Rough-in Inspection lh~ E]Required? Ready Now~l ill N otifY. Inspec- 'rQpgs~ X `~'qes No tor When Ready 4 hs f~on) -id ntractor 1 hereby request inspection ot above ? R~~ ~ alectrical work installed at: ~4 ,ya Street A~t2r r Route Nw, C itv ection o. . Township Name or Range o. County 51 1<6 Occu nt„(PRIN 1 Phone No. s ~ 6/3.2 - 13 z Power Supvii r Address Y ~ !l d C~f~~i~ Electrical Contractor ICo~y Name) Co~ ctor'~Linse~~ ~ rii . Mailing Ad ress (Contractor o Owner Makin Instailatioo) dd~ ,~~q Authorized gnature ( ntractor Owner king instailation) Phone Number D; 35.5. MINNESOTA STATE BO RD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Hoom N-791 BE ACCEPTED BY THE STqTE BOARD 1821 University Ave., St. Paul, MN 66104 UNLESS PROPER INSPECTION FEE IS Phone (812) 297-2111 ENCIOSED. .-c7R ELECTRICAL lNSf'ECTION Ea-ooooi-oa , instructions forcompleting thys frrm qn back of yellow copy: 0 Q- "X'" Below Work;Covered by This Request t •~e . Type oi Buiiding Appliances 1Niced Equipment Wired . Home Range Temporary Service Duplex Water Heater Lightin,y Fixtures Apt. Building Dryer Etectric Neatin Commercial Bldg. Furnace 5ilo Unloader Industrial Bidg. Air Conditioner Bulk Milk Tank Fa . ther pec+ Other (Suecify) x rW P A Other Oihor ompufe nspectron Fee Below • ' # Feed'v ServiceEntrenceSize k Fee feeders/Subfeeders # Fee Circuits 0 to200Am s 0 to30Am s 0 to30Am Above 200 Am as 31 to 104 Amps ~ 31 to 100 A s Swimming Pool Atmve 100_Am s Above 100_Am s Transformers Ircigation Booms i Partiai,'Othe Signs Speciallnspection TO . jFE ~ emarks $ ,,J Rough-in . Date I .t Electri spec o , ereby ~ yerd, fy thetthe above final ~f ection has 6een This requeat vold 18 montha from pA~~ , t~ CITY OF EAC'~AN / Includ2 2 sets;; of .f-AarL; , ~•I ~ q 1 Certificate of Survey & BUILDING PERMIT APPLICATION 1 set a_ ener~7 calculat.i ns. i.. Zb Be Used For " Valuation Date Site Address: WIpC-?a!>N ~IN`( ` OFFICE USE ONLY I,ot Block e~ Sec./Sub. Erect ~ Occupancy 3 Parcel G10dD ~~iY Alter Zoning Repair Fire Zone I•I//~ owner: Enlarge 'Iype of Const. y _ Nbve # Stories Address : MN, Demolish' Front , 3 Cp f t . Grade Depth CD 2, f t. City/Zip Code: Phone # : APPF?OITAI.S FEES Contractor: /Y/ra Assessments Permit 3 g5 Address: ~a Water/Seaer Surcharge L}2, ~ f~ • i~ - ~o Police Plan Check \ 1 Z, City/Zip Code: Fire SAC Phone C~uAM~ Eng' 4+later Conn.. 4-1 a so Planner Water Meter~. Co3. Akmaiv. /Eng• : ~w4dzv~" Council Road Unit 2~p, o0 Bldg. Off. Address: .V/=: 4. ZzlIS, s~'~~Z APC City/Zip Code: Phone 'IC7I'AL ~ t .T Y F • ~ ' EXTERIOR Et1V'PLCPE AVERAGE "U' COiTp~JTATIO:I OWiJER 171sC//':E"l_ SIiE ADDr'?ESS CONTRACTOR DATZ 7~~/F~1 PHOIIE Determine working square footage of each. G R 1. Total exposed wall area /535 19?2- sq. ft. x,11 .2 %e C)'- 2. Total roof/ceiling area . . . ./2 ~ evVsq. ft. x .0 26 = Y/ 513 z /1 Z z - ~ Total exposed wall area above floor =(ST' ~os Z a. To~al wall vrindc:•r area 6y yG b. To~al door zrea ->i i c. Total sliding glass area GO 150 d. Tot21 fireplace vrall area r t v e. Total wall framing area (average 10%)... f. Total net wall area above floor f>=:"~ io.32- g. Total rim joist are2 ...................f>3 Total exposed foundation area = yF yY h. Tctal foundation i•;indow area o v i. Total net foundation area above grade Determine ',U'= value of each wall segment. a. G y y~ x"U " : _g:5"2_ Z S, 3 b.-- / X ttUr ,SS = 1/, SS- C. 60 i=0 XflU D. f•O p g 4iU:. e. ~;e, X '•U" :,e = ~.52_ f.~~~ z Fq X ':U`: , nv,,/ = u.s3 ~/35 9 & SG~ /032- X "U" , ny7 ' • h. X :.Ul _ i. '(/t X r. U i1 3 .............................................Tota1 = 1W.43 lf2, 2 Zf item #3 is tne same as, or less than item #1, you have met the intent of SBC 6006(c)2. " a. 'r . ~ . s Total exposed roof/ceiling area = 122e ^otal skylignt area k. Total roof/ceilin~ frar~.ing 2rea (average 10h 122. ,Fl 1. lotal net insulaLed roof/ceilinC area .......Ir0(, - Determire "U~ value for each roof/ceilin; segment. ~ 1+1~1- J X U;' ' k.r / XU" 1?/p b 7.?r X4:U,~ 1142-3 ~ 2.S yy /U, ~j 4 .........................................Tot21 13,c// If total of e4 is the same ass or less than #2, you have met the intent of SBC 6006(c)1. Alternate Buiiditig Envelope DesiF;n To utilize Lhe total envelope syster;.met'.:od, the values established by the sum of items #3 and #4 shal-IL not be Creater than the sur..,of items n 1 and 2. - 1. f 2. _ 3. + 4. _ ; RO B E C PIAN N~AS a ndOlAND s~UAVtYOA ~NGINEEAING S COMPRNY, INC. 1000 [A3T 1461h 3T1tE[T, ElxtN3ViLLE , 11INNE30TA 5533T PH ~32-3000 Cer-~ 12 Lor It LaT' Z,B Lrxx 'L FPAkius wooD 3 R.D AAD i r1o?.1 ) .DAxortl Gov?Ji`( ESorA . ~=`E~..l. 84$'g ~ala~,~s)' S 7g %0,oa " Q ~.,or Z 9a.s< N t~ / p 23,c a 89i ; ~ L~ ~ ~ ~•g ''o ?3.5 Q M ' WO N N j,0 ~ 04 ~ N d1 ; \ / o, o N 6"',- 2.0 ' ~ C, 7p ~0 0 ~f'YZ 9.`7 vi 3°0 ~ 'at. wnw oo,Z / ~ ~ ZZ'17 . , ZZ,33 6q7 A/ 7Z;o ~ ~a°oa0 cc„ 7, % S Ioz,aZ ~ ~°.J DE-ioES EXtST1n1 C~ E1FvA77aA.1 DE4c7'C5 F?alb:5C0 EtLVArVJ E 1245:J7sf~GE. Lu ~I,O ,4 wR.i3 ! ~ / / 2 htreby c'grtity that thi• in a true and corrtct reprasentation ot a tract ot land at •hown' and described hereon... As prepared by me on this Ls,r dar ot 19 84- 1 ' • ~ xi~SS nn. ~tet, Xo, ~ L-L-., sE i L_U__5t_1e I a+n0 vncy'nvcrrInq {rst>prn[onj,W-W_ 667Ck(-NSII AVENif $1 PAUI Mh 5511. O-OME 612,645 X01 LOAD TEST OF WALL PANELS ' REFORT OF: ljtc FkoJECT: LOAD 7EST oATE7 Septerber 11, 1979 REPORTED To: Del Zotto I'Sanufacturi ng Co FuRn,IsHEO BY: 2300 Commonwealth Avenue Dul uth, rlrl 55808 `°P'ES T°: Attn: William Del Zotto ~ - LABORATORY No. 6-20078 INTRODUCTION: ' This report concerns the recent laboratory testing performed by our firn for the Del Zotto Manufacturing Co, Duluth, tlinnesota. Vertical compressive load test of a ribbed wall panel fabricated by Del Zotto Manufacturing Co «as required for certification of allowable service loac+s by International Conference of Building Officials. tJe were requested by f4r David Davidson, Engineer for Del Zotto f1anufacturing Conpany, to perform load testing in accordance with AST14:E72-78. DESCRIPTIOtJ OF PAtaEL: Each panel consisted of 6500 psi concrete placed in a T-Beam confirguration of 4' vridth and 8'_height. The three test samples ?vere cast in one section and cut into 4' wide panels. The-tvro vertical webs were approximately 12" from both edges with a r4 deformed bar placed at a depth of 6 1/2" from the outside face. The flange consisted of a 6x6-W3xW3 grid embed- ded into 2 1%8" thickness of concrete. Three horizontal ribs ?vere orientated at the top, bottom and miospan. The top and bottom ribs were constructed with two #4 deformed bars at depths'tif 3 1/4" and 6 112" from the ou-Lside face, wnile the niddle rib had one #4 bar at tFie 6 112" depth. Refer to Sheet 1 for drarring of the panel construction. The compressive strength of the concrete was determined by Standard ASTh1:C39, 6" diameter by 12" high compression cylinders cast at the time of panel fabrication. Cylinders vrere tested for each panel at the date of load testing. METHOD OF TEST: Testing was conducted in accordance with ASTM:E72 for axial compressive loading. The panel was placed in a vertical position and a uniform load was applied in increments with a cali- brated hydraulic ram system. This load was applied at a distance of 1/3 of the depth of the panel from the inside face. Compressive deformation of the panel on both the inside an~ outside faces were monitored with the use of calibrated dial indicators. Lateral de- flection af the panel was monitored with a deflectometer on each edge of the panel. This consisted of a stringline secured at the top and bottom of the inside face of the panel. The deflection was monitored by the movement of the stringline measured from a ruler and mirror combination attached at midspan of the panel. Refer to Sheets 2 and 3 for test Set-up. -6- Ai A YV7VAL ?.0T[CTIOM TO Clt[NTf, TM[ ?VMLIC ?ND OU11S[tV[R, •LL •[PO.T• •11( 71,1iM1TT[O Af 7M[ CONIID[N71AL ~~D-[R7• O• CLI[MT/- •wp wvT+o 126TION 1011 IUDLICATIpN O? •T/.1[w[MT8. COtiCluslOH¦ Ow [fTwACit I1~0. O¦ wCG~wOML OUw pCrOATf 1• wt.[PV[O I[MDING OU¦ tiwlT[w ??~ROV• ~ tuuin cit~ L12s~IrIP • asno arnvncacrrn0 tz+a~cxnt~rU,r, w Ef.ICQU++'tli •vlJ( ' N~"••.;, ' Sl GAUI Mr: 5511I PNON( ELey.,+' r~''\ Y LOAD TEST OF WALL PArIELS REPORT OF: . °ATE: September 11, 1979 .ABORATORY No. 6-20073 PAcE: Two TEST RESULTS: - Concrete Strength: Age Con~ressive Cylinder Panel Date at Test Strenoi.h Nurrber Nur-.ber Tested da s (psi )r T-2 1 8/29/79 23 6800 T-3 2 8/30/79 24 6690 T-4 3 8/31/79 25 6770 Compressive Deforrration: Panel #1 - Co ressive Load Deformation, in. lb lb/ft Outside Face Inside Face Composite 0 - 0 0.000 0.000 O.OOQ` 10,000 2500 0.000 0.002 0.001"1 20,000 5000 0.000 0.005 0.002.. 30,000 7500 0.000 0.008 • 0.004 40,000 10,000 0.001 0.014 0.007 50,000 12,500 0.001 0.021 0.011 60,000 15,000 0.002 0.029 0.015 70,000 17,500 0.001 0.037 0.019 80,000 20,000 0.000 0.047 0.023 Panel #2 Corrp ressive Load Deformation, in. l._b lb/ft Outside Face Inside Face Composite '0 0 0.000 0.000 0.000 10,000 2500 0.000 0.006 0.003 ' 20,000 5000 0.000 0.009 0.004 30,000 7500 0.000 0.014 - 0.007 40,000 10,000 0.000 0.021 0.010' 50,000 12,500 0.000 0.029 0.014 60,000 75,000 -0.001 0.035 0.017 70,000 17,500 -0.002 0.045 0.021 80,000 20,000 -0.002 0.055 - - 0.027 90,000 22,500 -0.001 0.071 0.035 7 ~ 1 a • ru.uAL ?wot[cT-ow To ciIrw78. i..c ?uauc •wn t J.91Lv9*. ?tL .rro..• •vr..ITrco cotirIocwnAL ?OoPE.r• o? cuiwt• .wo •vTno- Itai' ow ?o¦ ?ubLIuT1o.. or •t.ti..i..Tt. to..cLUuotia ~w riiw•ctS rwo. ow .cc-o-c cuw Rc?oMts wESEwvco ?[Noiwc ouw wwiniN •??woWAL , ? twtn cotY tCtstInq , dn0 knOnvcr?nq t»t~ocatotU,rr.r. tL ) C -C?a r/( l lAN MJ( ~p ~,'tic~ • . ' ST VAVL 1AN .5111 , J/ f\';~ ?HONI LI)•~)GPI REPORT OF: LOAD TEST OF tJALL PANELS i oATE: Septernber 11, 1979 LABORATORY No. 6-20078 ° rAGE: Three TEST,RESULTS: (cont.) . Concrete Strength: (cont.) Panel W3 Comp ressive Load Deformation, in. lb lb/ft Outside Face Inside Face Composite 0 0 0.000 0.000 0.000 10.000 2500 0.000 0.003 0.002 20,000 5000 0.000 0.008 0.004 30,000 7500 0.001 0.013 0.006 40,000 10,000 0.001 0.019 0.009 50,000 12,500 -0.001 0.025 0.011 60,000 15,000 -0.001 0.033 0.014 70,000 17,500 -0.002 0.039 0.016 88,000 20,000 -0.002 0.047 0.020 ( 90,000 22,500 -0.004 0.054 0.022 100,000 25,000 -0.005 0.064 0.026 Refer to Sheets 4, 5 and 6 for graphical representation of the data. Lateral Deflection: . Com ressive Load Deflection, in. b lb/ft Panel 1 Panel 2 Panel 3 - 0 0 0.000 0.000 0.000 10.000 2503 0.005 0.000 0.000 20,000 5000 . 0.010 0.000 0.005 . 30,000 7500 0.010 . 0.000 0,010 90,000 10,000 0.010 0.000 0.020 50,000 129500 0.015 0.005 0.035 60,000 15,000 0.040 0.040 0.040 70,C00 17,500 0.060 0.045 0.040 80,000 20,000 0.065 0.055 0.045 90,000 22,500 - 0.065 0.050 100,000 25,000 - - - 0.050 Refer to Sheet 7 for graphical representation of the data. -8- 1•"V7Ull ?\(171CT10N TO CL%[MTff. 7M( ?U~LIC ?ND OVAt[lV[G. •ll A[?0w1. nw[ •VWYITt[D •1 TM[ tOVIIDf.MT1Al ?-0?[fTT 0/ GLI[~/lf. MD ?V1M0• 7A 710ti IO• ?uaLILA7.0~1 OI •IATI.tMTi COr.CluSlO~.• O¦ 917w-CTa /wOr Ow 1~[G~wDwG Ov• ptrCg ~..~L~VID ?[tiD~rC OVw ww1Ti[I.a •/?~DVPI ~ twl`l CBEZY LF?StfnQ . . nn0 vrK7nvrrrlp trs,7ptn[otlj,rrlC. , . ~ 6G7 CNCwWI ll AKP+UI ' • St VAUL tdN 55tu . o~oN[ e~) b~s kA! ~C4t~1 f REPORT OF: LOAD 7EST OF WALL PAtJELS w . oAsE: September 11, 1979 LABOP.ATORY No. 6-20078 PAcE: Four UL7IIIIATE STRENGTH SUTVIARY: - Panel W1 failed at a load of 80,000 lb, Panel V2 at 90,000 lb and Panel #3 at 100,000 lb. The average ultirriate load at fai?ure was 90,000 lb or 22,500 lb per foot of width. The samples failed in a similar mode ?rhich consisted of the concrete of the upper rib crack- ing at 45 degree angle propogating from the reinforcing steel near the outside face. The cracking continued through the rib and down the web until failure occurred. Refer to pho- tograahs 2 and 3 on sheet 8 for typical failure r.ade. REMARKS• The panels will be retained at the laboratory 30 days pending further instructions. TWI-N CITY TESTIt1G AND ENGINEERING LABORATORY INC John A Amundson, Seniar Engineering Technician , - , . Dennis J Johnson, Civil Engineer Construction t•laterials Department JAA:DJJ:rr , -9- • • wutuAl ?woTtCi-ow TO a CLI[M78_ 7M[ Iuel1C •MO OUAt[lv[/_ •ll w[?0111• AAC •VOr1TfID ?f TM[ CO-U[NTIAL ?nOItRTT OI Cll[MTB. ?MD ?VTNOU- IITiOM ?04 ?U\11CATIOM 0I •TAl[YLNTf. CONCLUOIOM• O• [kTO.C7• /?OY 011 wCG-DIMr~ GlIp /1C?0ft7• Il RCa[wVID ?[.DIMO OV• `v111TT[M ?/ItO?nl. ' + ' M ~f.> ?'~Clr'+~ s~y^ Yf.~1 ~ ~a.l~ sll \ ~ If #4 Deformed Bar 12" 2 ~81. - ; 1 . ~ ~ - - ~ ~ ~ ; 4 Deformed 6ars ~ ( i i ~ i I li~l _ 5 11 ~ 6X6- i~ Id2.9xW2.9 ~ . Wi re Gri d _ ~ ~ ~ 4 1 FROti~ VIE4J W4 Deformed Bar SIDE VIEId ~ - - - 3 1/411 ~ Lege-. TOP VIEW - ~ - Reinforcing Bars 5 " . -10- ~ Sheet 1 JDe ?:o. 6-2007E scAiE l" = 2' Qa~w~ °Y ~--~?SZ-- c..E~~e~ e• Ti.i ~ . _ •Ll wrr i.ti~L.R. . Load Load ' - I-Beam ? - Upper Support Thickness/3 , of Comnressometer fror? Inside Face • i ~ j Ruler and rror ~ . I i ! ~ I I jl = i . ~ Stringli:ne Dial Indicator ' Lower Rest Bracket ~ _ Lo d . Clamp FRONT yIFII DISPLAYIt~G C011PRESS0I1ETERS SIDE VIEW DISPLRYING ~ • DEFLECT0METERS Upper Support . ~ . of Compressometer t t ~ ~ - --L - _ _ - I I ---I ~ - 1 1 1 1 Rod _ ~ t I 1 I ~ ~ I Dial Indicator - - - j ' _ lower Rest Bracket BACK VIEIJ DISPLAYIfIG COMPRESSOtlETER Sheet 2 • JOB NO. 6-ZOO7L ~C,cLE I= 2' " pa..v*.e•~_ c ECcEJlP-- I -1 1 - i- . . _ . _ r.....,.,..,~ - _ _ , , . . WALL PArIEt LUAD TEST ~ for ' DEL ZOTTO MATJUFACTURING COt1PA14Y . ."f . . " r ' . - : . _ - . • . . ~--3;_ --1--=1~---;'. . • . • - ~ - . •-2---~ . . • ...-i_.. : . - , . . . . ~ . . . ' - •V. " ' ~ • ~ • - . . , - - - . - . . . . - -i ~ ~ • _ ~ : • • - ; . . _ . - Load vs Conpressive Deforration ~ . . , . - - - : - - - - - - . ' t0utside Face) . _ . . - - . . _ . - . -=--~J- - - - . _ . . • . . . . ~ - ~ - _ .9D.,QflO - - ~ - - - - - . - - . ~-~-,g~-,~3{}p--- - - . - ~ - - ~ : ~,a , ~ ~ _ - ; ? - - ~ : -r . : : . T • ~ • ~ . _:_J _ • - . . . , L_ egend O - Panei 11 p ~ fertel f2 Panei 13 L"_~• -1 -y-~"J. . ' . r_ __r-- _ . • • - ~ ' - • - . _ - - _ _ . . ~ ; . siYe' 4_. tion, ;in: . - . - - ~ . . _ . - Sheet 4 No. 6-20076 s;1.~E Kone CR~w++ ~r,~~ ~,L C•+ECcED t• i 2 ~ WA1L PAt1EL LOAD TEST for DEL ZOTTO tdAt1UFACTURI14G COt•1PAtlY ~ : _ - 1 ::~~i.- • ' 't ' " _~i' T ~ . 7T ~ . _ __~i.` ° . . : . : : - - - - - . - - - - : i_ . . ~ - , . - - - ~ ' ~ - I_4ad_ys_Campressive Deformation - - ~ - _--~-.T-=-~~ - tinside Fice) ~ _ - : - - ~ . _ • ~ - ~ : . . . . . - - • • -_i • • . t . . : . - - - - 1~,.---- ------1-_i' .---T.,----- . ~ . . - 100~ - , - - ~ , - _ i ' ' • • ~ . : ~ . 'tV $0 - ...j 1 - r---•--------•--~-- ~ ~ _ - - - - . . -fl . - - - - ~ . - . . . - . . ; - : _ _ : - : - M ~$aJ_ fl ~ i - - - ~ ~ - - . . . . . . . - - - - . - - - ~ o50- - - - - 1 - - . . - . . - ~ • - - TIT-y-: :i ' . 1 • . ( ~ --.1. .I. " ' : r ~ - - - - - - • •~Bg~nd ~ - : -02 _ ' ~ ~ • ~ . ~ : . d Palen 13 - - • 1 ~ - - - - .iT.:^•. ~ : ' _ --i--• ----T - - ~ - _-i-- `__:t- . " - ? . . ~ - :7: - i•-,-- ;-Z::--~---. --,-T-- - , - - _ _ - _I-~ ' ~ " - --•f_"_ ~ _ ; .t. ' ~ ' - ' _-~-~-~-4 7=-:_ - :V. ~Z7i ~ - . . ..'J'- ._•i: . . :1' 7'CS~U e ~f-~ff;= ~i~ - - - ' + _ : _ .y ' ~~~•----s- - - - --=t. - •1:__':. , _ . . - Shcet 5 :•~o. 6-2007E F.;AiI, ftone pR..,~ r. JAA cMicKco DJJ v , bIAI'L PNIEL LOAD TE57 ~ for ~ DEL ZOTTO tMUFACTURING CQ'1PAtiY - - - ; - : ' ,-~._--i• •_:~-:---~=..j t~- ~i : ? . ~ . ~ _:1 t:. .i~. . . .I-;- . - - ~ . ~ . , . , . . . . : - - 1:------A-_ :-•,77-1 . . . • - . . . , - ...1- - • - - - - - - - - _ ~ . . . . . . . . ; . . I _ - . :-r~ ___t. . . . Load ys Corrpressive Defor-mtion ; . (Composite) ~ : • . ; . , _ - - - - - ~ ' ' - . _ ~ - • - ~ . . ~ ~ - - - - . . - ~ - - - - ~ - - - - - ' - - - . ~ . ~ 1pO,pJp - - p r - - - - ~ - ~0,{~~ - ---p - ~ - - - ~ - ~ ~ - _ : : . . . . -000 ~ ~fl-- - - - - ~ - - - . . j p~,i~p - - - - - - - . . . . - _ . ~ ~ - - - . - . • - - . 1 . . . . . . , MV'AVM ~ . . ' . . _ . . . . . L7W o~s~ - - ' . . _ _ . . _ . - J . T ' _ ' ~ ~ • f 1 L~egendi ~ 40 - .-t---=-}-------- - - - - - ~ ~ - _ . . . O Panel f i . : ; . ; g0- _ ; .-r- . : . - - . . AD P&Tre1 -02 ~ ~ _ ~ - - - s Pariel #3 = - - - - . ~ - ~ - : . _ _ . . - - . : :--?~-----i.~_:_~-~:j_ . . . . . . . • _ - - j. _ _ _ -.i - • . . ~ : ; , • ~ i ' - - . • - ~ :U:-rossive I3efot~atic~,''.in. :_:f '1 Sheet 6 x>B No. 6-20078 s.caLE None oL•w+..•~.AA_ CtiECKFD.•-Di-lL - 14~ V r WkLL PAFrEL l.OAD TEST for ~ DEL ZOTTO MANUFACTURING COt1PANY - - - - - - . _ - ~ . . . : . . , . ; . `••----•------1-- ---1----•---=--- . . ~ • • ~ • . . . , " ' ' ~ ~ . ' - - . - - . • . . . . . . . . - - - - - - i : - • ~ - - . - - - , . _ . ~ - ~ ~ • - - - Load Ys tateral Deflection ~ - ~ ~ - - ~ ~ _ - - - - : - 1~0, - - - - - ,d - - - - - - - _ . - - - - - - _ . - . . . . ' : . 50. A - - - - - . ; . . ~0 - ~ . - --d - ~ --fl -a - - - - -70, - . . - _ f3 . (fl - ~ : - - - - - ~ 60, - ~ - - - • ' ~ _ . - - - - ; ~ . _ . _ - - ~ - - . . . . 7S--4- - - . ~ . ~ ~ - ~ - - - . ' . . 40; - ; - - ~ - Leq-- nd• - ~ O Panel $1 ` _ 49i : 'i - - i . • . ~ : , ~ . . . . p Paftl 42 - - ; ~ p Panel 03 - ~ • - - • - - . - I ~ ~ - . . . . _ . i IB-:=- - : . . _l: _ - - - - - ~ . . - , _ --:-3--.- . : . . . . • - ' : - ' - • _-t.0-~4..LO 0 . 0.40 01050 0r060 . .a7o 0.0$0 ---'0-W°---° :b10 ILetera7 3Je ettYoal. =in. • - . , - - ~ ~ - ~ - - ~ ~ 1 • • ~ Sheet 7 ,1JB NO. 6-ZOO7H scALE~ hone ~[r~ECc[D ~~~,L -15- Prepared f or : `~~``~c)G~N~''~•, EUGENE E. Y.RUEGER DEL 7_OTTO MFG. C0. , 1tiC. STRUCTURAL ENGINEER Duluth, Minneso.ta EUGENE E. R. F. D. N ov .1978 KIiUEGER Cameron, '1Jis: 54822 S h t. 3 o f 3 -n ~ I CAME RON = W = r T 1~ .i. : ~ • s ? •~''........•••a~`%~ . N ~ . BASEMENT IdALL OF 3 STORY APARTNEtIT Design Criteria fI c = 4000 PSI n=£3 4leight of Earth = 100 PCF fc -.45f1c = 1800 PSI Anale of Repose p) = 33°40' fs = 20000 PSI P= 0_28E7wh = 0.2867 x 100 x 8= 229 PSF vc = 1.2 4000 = 77 PSI N- 2= 222X8 = 917 PLF 14 = 0.1283 x Hh = 0.1283 x 917 x 8= Vert. Load 941'# = 11294"F; Roof L.L. 40 Floor L.L. 40 R1 = h= 91 7x2.67 = 306 PLF D.L. Roofinc~ 10 D.L. Precast 45 8.0 D.L. Precast 45 D.L. Part. & N(h-x) _ 917(8.0-2.E7) D.L. Misc. 5 Ceil. 15 R2 h - 8.0 = 611 PLF 100PSF 100 PSF V) = 5440 PLF rloor Panels 20 Ft. Span R1=306PLF Roof 100 x 0 = 1000 3 Floors @1000 = 3000 ` 3-8' High Panels (45x8)x3 = 1080 I Bsmt. Wall 45 x II = 360 0 5440 PLF H=917PLF oo i " ~ ^ ~ N ' R2=611 PLF ~ Desi n of Wall Rv =5440 PLF M Each Rib = 941x2 = 1882'#; = 1.88, K fc X As =dd = ~14887 = 0.13 1-4#(As=0.20) _ j o 3= 0.30 Shear b=4 d=7 ~y x V(Each Rib) = 611x2 = 1222 6.70 Vc =bd = 14x7 - 44PSI -,--77 OK ' t Bond fs/n 1880x12 4.8 f c - C=T=MxArm= 6.70 = 3370 Lb. p < 500 ~4 Sar 500 Allow. C = ~2fcx(24x0.90) = 3370 U _-Y_ _ 1222 = 127 500 OK fc = 312 PSI EoJd 1.6x.860x7 ~A = 5440x2 = 151 Allowable Load on Walls (ACI Code) 72 A11ow fc = 0.225 f1 c [1-~ ~h~3~ fc (Flexure) = 312 ~Ot - 463 875 Allow. = 0.225 x 4000[1-(40z8)3] = 875 PSI • v = sc,il = 1OOPCf R~-3=:iU6'~/ft p=0,2867 wh i =0.2867 (100)(8') = z 2 9 P S F . N=0 . i 434 =917 lbs 2Hh x 12 M=9/3 5'-411 =2 917 g x 12 , 11 8 -0 g/3 H= =11,294 in. lbs. 917 lbs. = 941 ft. lbs. p= 229 PSF ~ R2=3H=611W/ft SOLUTION - TRY W4 Bar Each Leg • AS=-20 in2 d=6.0 in. '2 = 0.00138 P 24 x 6.0 pn= 0.00138 x 9.2 = 0.0127 K= 2pn + (Pn)2 - pn = 2(.0127)+(.0127)2 - .0127 = 0.147 Kd= 0.147 (6.0) _ .882 in. j_ 1- K_ I _ 0.147 _.951 3 3 , MOP4ENT CAPACITY ' M = Asfsjd _.2 x 24,000 x.951 x 6.0 = 27,388 in.lbs. = 2282 ft.lbs. O.K. FOR BENDING ~ - . SHEAR VM ay = vc bd v = c 1. 2 r000 = 65.7 ps i Al1ow d = 8" ' b = 3° = 65.7 (3)(8) = 1577~ v MaX = 611 # < 1577W Actual 0. K. FOR SHEAR ~ BOND 4 V, = u~ ojd .8Jf'c tax p 4.8 3000 0.5 = 526 > 500 USE 500 psi vCapacity - 500 x 1.571 x 9/16 x 4.5 = 1988# y 1888 = 248 PSFMax > 229 PSFActual ' 0. K. FOR BOND 4" Conc. Slab , 611FT--- BOTTOh1 CONDITION CONCRETE FLOOR SLAB RESISTS THRUST AT BOTTOM 306#/FT - USE 112" 0 BOLTS MAX. SHEAR = 2.9K R = 306#/FT TOP CONDITION MAX. SPACING = 3060 - 9-4 ft. allow. TOP BEAM SAME AS VERT. LEGS #4 Bar As .2 in2 MOMENT CAPACITY = 2282 ft.lbs. MAX. DISTAPICE BETWEEPl BOLTS L _ 8 (2282 306 = 7.72 ft. USE 1/2" ~ ANCHOR BOLTS @ 6'-0" o/c• COMPRESSION ON FLOOR JOISTS 306 x 1.33 = 406#/Joist Doug. F i r MAX. COMP. = 1200 psi 2.x8 A-11.24 in2 P/A = 406/11.25 = 36 PSIReq'd P/A _ 0.30E2 _ 0.30 (1,760,000) l-/d (14x12/1.5)2 = 42 PSIActual - 42 x 11.25 = 472.5"T _ USE MIN. 2 x 8 FLOQR JOISiS lf"o/c - • COtdCLUS]ON PRE-CAST COtdCRETE IJALL PANELS ARE SUITABLE FOR USE AS FOU(JDATION WALLS UrIDER ORDINARY LOADING FOR UNUSUAL LOADING COtJDITIONS (i.e. NIGNI-lAY OR RAILROAD SUP,CHAGE, SILTY OR UNSTABLE SOIL CONDITIONS) FOUPlDATION SHOULD BE INVESTIGATED ON A JOB TO JOB EASIS ; ~ . ~ ? fiL//CG,<< , i . . ~ I J s-~i,(%4'/i?'G S r,Pi!'~ ~ o~~~Er f.G /N$UL. 1"~ s~s'~~ rkoc,~ ~ ~-27 I S~ID~ 1+/ALL /NSUl~9T/ON ( ' i I (I I ^ I --1 Az' ",[30L TS O. G , i ~ i - ` ~ G~APE I ~ ~ g ~G.~ <,~.sr ~wNo wa~ ~ ! I ~ ENO ~?~cL SEcT/d/1' S/L'~ !'i~ALL 5E=7"/~/r SC'f,~~ ° Z _ ~ • ~ - - - PC",~/~JA ~Gl/L T ArsVIovEO er: tC AL E: _ DA?WN BY D,TF-' O/av REV~SED EP , FOOT1f;G DESIGN • D . L . + L . L . , ''~,X • i,UAD - 2 Story House 26 41ide Roof 55 . 2nd F1 50 1007 P.L.F. (Floord b Roof) lst F1 50 1E'x20#/Ft= 320 P.L.F. (Wall D.L.) 155 P.S.F. 2'r.45#/Ft= 360 P.L.F. (FDN. D.L.) x6.5 Ft 1687 P.1_.F. 1007 P . L . F . 1 ) COrITIPluOUS r-OO-fING 2#4 BARS I L 16 2) INDIVIDUAL SQUARE FOOTINGS AT 12'o/c l,l = 20,244# 2000#/S.F. Soil 3000#/S.F. Soil • • • - ~ ' . . • - • • - ~ #4 4 ~4 . . . 1211 . . . . • • . . . . • • , • - 10~, 4 E a c h Way . • Each ~ 3' -911 ~ Way ~ 31-311 Sq Sq SOIL TYPE SOIL TYPE , Loose Fine Sand Stiff Clay Medium Clay Firm Inorganic Silt ' Loose Sandy Clay . 4000#/S.F. SOIL ~ 4 r4 . lp" E a c h ' Way ~ 2'-6' Sq SOIL TYPE Firm Sand Loose Sandy Gravel ~ Firm Sandy Clay Hard Dry Clay , - ~ . LENG~ H ' 8 FT. SPAN . FLOOR PANEL 8 FT. SPAN ,6 FT & ' SPAN BFT. LONG ( FLOOR PANEL . 12 FT. & 16 FT. SPAN ~STANDARD FLOOR PANEL DIMENSIONS , 3~ 8 FT. SPAN X 7~-II 4 LONG 12 FT. SPAN X 7*- 114 LONG _ 8 FT. SPAN X 9'-II41LONG 16 FT. SPAN X- 7'- 114's LONG sl 8 FT. SPAN X I 1'- 114 LONG NOTE: 8 FT. SPAN X 13'-114,'LONG OTHER PANEL LENGTHS ' „ AVAILABLE DEPENDING 8 FT. SPAN X 15'-114 LONG UPON APPLICA710N (MAX. LE NGTH 16 FT.) . ^ ^ ~ 7'~ 7 , • ~ . I- I I + 2i-0ll 14 o, 2'-il 0 of 8 0 8 4SEALANT NOTCH 3 ~ ~ I + i _T-3" I L--- Q---~ L--~ L---o---~ ~---+--J 8 DIA. HOLES 5" 5 2'-0~~ ON CENTER 78 ~ - - - - - - - ~ - - - - - - - - - ~ r 4" ~i 41- 0" rr I ~I II I i R. L__-J L__ ? J L__ ~ ~ ~ __J~____ , r------~ I--.-- J L - 46 " ~L 80„ U' ~ -1 f- - 7 --1 f ~ C r~3., z (n ~ II II ~I I ~ , j' -9 -i ----i L---_j i - ---J ~ ~ ` L - - -J - - ~ 18'-0" MAX. 4 3 Ij Z7"D~~ IA. HOLES e DIA. HOLES ± COUNTERSUNK FOR _ , ~ ~S (TYPICAL AT SIDE ~BOLT HEAD CLEARANCE WALL CONNECTION) I~ (TYPICAL AT CORNER ) , , , o L E N G T H 8 F T. H I G H ~E- , STANDARQ WALL PANEL DIMENSIONS - „ . 8 FT. HIGH X 7~-114 LONG - 8 FT. HIGH X 9'-114 I'LONG 8 FT. HIGH X W-114~~LONG NOTE: OTHER PANEL LENGTHS 8 FT. HIGH X 13'-114~~LONG AV,CILABLE DEPENDING UPON APPLICATION. 8 FT. HIGH X 15'-t14--LONG (MAX. LENGTH 16 FT.) • p ~ C7 L~NG-TH . 12 F T. 9 16 F T. - HE IGHT , STANDARD WALL PANEL DIMENSIONS 12 FT. HIGH X 7'- II g~~LONG NOTE: OTHER PANEL LENGTHS 16 FT. HIGH X V-114 LONG AVAILABLE DEPENDING UPON APPLICATION. (MAX. HEIGHT 16 FT.) , • - I SL;PPORTED COIJTINUOUSLY AIONG EDCiE ~ , . , , , F-. _ - _ ~ a 1(-----~ ~------I r----~ a ~ I I I I I~ ~ ~ ~ v, ~ ~ I I I I I I I ~ J I ~ ~ I I I ~ I ~ I! ~ I i I ~ ~ I ~ I I I - - L - - - ' J L----~ ~ J ~ Q ~ r---~ r---- ~ s Fr. 1 I ~ 1 r - - - -i r-- - - o ~I I L-----1 L---J ~----J ~----J L-----~ ~ o ~ a SUPPORTED CONTINUOUSLY ALONG EDGE a :3 _ cn ! l LOAD r----1 r-----'~ r--- r---- , ~ ~ ~ ~ --1 r----1 r----1 12 F T. DEFLECTION CHAR`f .05 W .04 W ti Z - .03 z 0 v .O2 W J LL W ~ .01 0 O ~ 0 o O ~ ~ O O O ~ O O O O ~ O O O O N f0 ~ h POUNDS OF LOAD DIA. REINFORCING ROQS • AROUND PERIMETER . , 2- REINFORCING MESH • 6 X 6r 6 GA. ~ I . IT -1 TA 1--i-AN t- I-J - I, Al E L E V AT I O N 2~ DIA. REINFORCING RODS VERTICAL SECTI ON AT EACH INTERIOR WEB , • . ~ HORIZONTAL SECTION ~ - - 'OLYURETNtiNE-~ ~ POLYURETHANE ~ SEALANT SEALANT BDIA. BOLTB . ' • a F;IXA-ft • -~ip ~ . ~.~~q . . - , . . . ' . ~ ~ ' . ~ ' ' • • 4 ~i ' . 8 DIA. BOLT ~ . . . 1 i ~ : : . . ~ . 4. . . . r. ~ . BUTYL R UBBER o• BUTYL RUBSER JOINT SEALANT ' JOINT SEALANT ° - • SECTION AT EXTERIOR SECTION AT IfJTERlOR CONNECTION CONNECTlON 811 DIA. BOLTS o • . WALL POLYURETHANE . PANEL SEALQNT ~ CONCRETE FLOOR ~ ~ • ~ - ~ ' ' Q ~ ' a • ~ SLAB ON GRADE POS(TIONING • . . , ~a . _ Q ~ (BY OTHERS) ~ ANGLES (BY OTHERS) a • ~ . a . . , • - v , ,Q~ ' . • • - . • ~ - Q . • " a- ~ ~ ' • . , • • . . . 6 i . . ' . • . . . • . . - a • • . I • . • . . \ r . . p _ v . i~ . . . . . ~ ~ • . . . . p r. . ~ . . . ~ l i • a . ~ui _ " • . ~ - . • . , ~ , 1 ~ q ~ • . , ~ . . f . • ~ ' BUTYL RUBBER ' • ~ ' • ' v ' • ' a ~ JOtNT SEALANT F007IN6 PADS (BY OTHERS)- ~ . ' . . : • , _ a . - ~ . - . o \ INTERtOR WALL TO EXTERIOR WALL wALL PANEL ON - " BELOW GRADE -FOOTING . ~ F LOOR - ~ , A EL . F100R ~ ' : ' . ' ~ . - "'.t ~t ' - PANEL _ . ~ • , . . ~ e ~ . FACE . . . . FACE ~ k . BRIClC ' ~ • • BRICK ! ~ • ~ . ' • . t ' . . ~ ~ . ~ ~ • • ~ ' • ~ . . . ~ . . .e. 5 DIA. LAO BOLT • ' - • * g DIA. BOLT - - • ' WAIL 2~-O" ON CENTER 2' O' ON CENTER ' • - . PANEL • . . a - - ~ BRICK - LEDGE • a PRECAST BRICK LE'DGE ON BRICK LEDGE ON TOP OF BASEMENT WALL PANEL BASEMENT WALL PAfdEL FLOOR FLOOR BLOCK WALL PANEC. pqNEL 7 ( B'! O7HERS) • Q . f , . , _ , • * ' t . • ' ' ' I ~ . • , . . . . ~ : ' • ' • . ~ . • • : a - f -I I f- • I! ~ ~ ~ , . - 1 ~ • ' . • II ~ • •I . i i . . . 5M 8 DIA. BOLTS BOND BEAM BOND BEAM WITH 1+YITN REtN- REINFORCING ROD FORCING ROD AS REO'D. AS RED'D, (BY OTHERS) (BY OTNERS) - FLOOR PANELS WITH FLOOR PANELS 1NITH INTERIOR CONCRETE BLOCK WALL EXTERIOR CONCRETE BLOCK WALL _ _ _ ~ 8 DIA. BOLT B:DIA. BOL7 POLYU R ET HANE . POLYURETNANE . SEALAHT SEALANT - • 4„ • . • t• - . . • . • • - • 401 . _ . - . • - . ~ - . • , . , . . _L__ . ~ f • ~ . ' ` ` . . . • . ~ . . • , . _ . • • - r. - • ~ • ' . . f • • . • BUTYL RUBBER BUTYL RUBBER JOINT SEALANT JOINT SEALANT PLAN VIEYY OF OUTSIDE CORNER ~ S1DE WALL CONNECTION SDIA. BOLT WALL BUTYL RUBBER PANEL • JOINT SEALANT ' CONCRETE FLOOR ~ , . . . 4a SLAB ON GRADE ' l ' . . . .~1. (BY OTHERS) . , f • • - . . . ? ~ • ~ 7 . . ~ ~ - . . . , ~ ~ • . ? ' • • • . ~ I ' ' • 1 • . ' . . '.3~~•~- ' • ' ~ • . . . . . . ' ' ~ • ' ' ' . - . ~ • . . ' • ' • _ POLYURETHANE • ~ . ' . • • . . . ~ . • SEALANT \ i~ ~ WALL PANEL a FLOOR PLAN VIEW OF (NS(DE CORNER -BEAM POCPCET g • . DIA. 60LT ~g"-+-~ BEAM POCKET ~ paLYURETHANE - • ~ SEALANT . . • . . ' . o • ~ ~ • . ' . . • . • ~ . • . , . . . ' . . . . . • - - 8., Z.BUTYL RU88ER ~ ' JOINT SEALANT Am = PLAN V I EW i BEAN9 PQ'%-JhET INSIUE VIEWj SEC'i ION TNRU BEAM F'OCKET FLOOR JOIST . FLOOR JOtST NEADER HEADER S I L L SILL PLATE PLATE 2D I A. B O LT ON CENTER ~ . ~ . ~ ' . . 1 ' . • • . a ~ ~ BEAM CENTER ' • ~ - POCKET . BEAM 'a_ • . ~ I FLOOR JOIST' TO WALL PANEL FLOOR JOtST BEAM CONNECTfON . ' : - , ROUFlHO AND WELD BAR JOIST . • a• • INSULATION TD 2BEARING PLATE . FURRIN(i . , . STRIPS ' CONCRETE . AIL OR FASCtA N qp,HESIVE ' - . " ~ 6„ FIBERC3LaSS •.•p ~ ~ _ . . INSULATION SHEET-ROCK ~ AND WALL • F I N I S H ~ OIA. BOLTS - 2=0"CENTERS ~ BAR JOIST - ~ • v' • ' s • • i . ' . . 9 BAR JOIST TO WALL PANEL Y ~ WALL IhSULATION DETAIL 11 A" 0 o • - v - . . RIDGlD BOARD FURRING 4 ' 9• RIDGID BOARD . a . INSULATION STRIPS - . - - . • INSULATION • . - a FIBER 6" FIBERGLASS REINFORCED ' INSULATION STUCCO a. . HEET ROCK " SHEET ROCK - 6FIBERQLASS ND WA L L ~ AND WA LL 1 NS ULATION INISH . FiNISH ' a• e o . • ADNESIVE ' . . . 9 - ? - ' Q . O • . . • -7 • - - • ' ? f 't WALL INSULATION DETAIL ~~B" 1NALL INSULATION DETAIL ~~C~~ i _ r1 ~ U. S. DEPARTMEN7 OF EiOUS{NG AND URBAN DEVELOPMEN7 S7RUCTURAL E.NGIWEERING ±HOUSiNG - FEDERAL HOUSING COMMlSSJONER suLLE7iN No, 968' 'TO: AREA OFFiCE DIREC70R5 ~ 1NSURLNG OFFICE DIRECTORS iswe Date ~ August 11, 1978 ~ Review Dote August 1.1, 1981 ~ SUBJECT: 1. Item Description Precast Concrete Basement Wall Panels ~ ! 2. Plame and Address Custom Precast Steps, Inc. ' of Manufacturar Box 125 . I Hillsdale, Wisconsin 5,4744 I This bulletin should be filed with Bulletins on Speci-al-Methods of I Construction and Materials as required by prescribed procedures. ' The technical description, requirements and limitatiorts expressed$erern do not corsstitute an ` endorsement, approual or acceptance by the Depnrlment of Housing and UrLan Development ~ ' . of the subject matter, andany statement orrepresentation, howeuer made, indicatirco approval i or endorsement 6y H1iD/FtIA is urzauthorized aad false, and will be considered a violation of the Ursited States Criminal Code 18, U. S. C. 109. j . An)• reproduction of this EuIletin n:ust Ge irs its entirety and any use in sales promotion or odcertising is noi authorized. : ~ . ~ . General: I i This bulletiz sets forth the information applicable in determining ! for mortgage insurance and Law Income Public Housing purposes the , eligibility of housing constructed in accordance with the special , method described on tbe following pages. , 2. Scope: ~ This bulletin applies only to the special structural features of ~ this method of construction. Final determination af eligilaility is made by the HUD/FHA field office. Other factors considered by the office are valuation, location, architectural plar.ning and ~ appeal, mechanical equipment, thermal characteristics, and sustained market.acceptance. Consideration of these factors is , also necessary in determining whether a specific property construc- ~ ted according to the method outlined in this bulletin will qua.lify under the specific program and in the district in which the • structure is to be erected. , In distrirts subject to hurricanes, earthquakes, or other unusuaily severe conditions affecting dwelling struc.tures, the office may require that additional safeguards be included in the proposed design. 1 , ~ J t.~I : 2 ~ 3• Minimum Property Standards: i Compliance with all AUD/FHA Minimum Property Standards is deter- , mined on the same basis as submissions involving conventional i construction,.except for the special features described.in this ; bulletin. i 4. Inspection: , j , HUD field office personnel (or the sponsor's architect on multi- ; family programs) will make field compliance inspections covering conventional items of construction as well as special structural I features covered in this bulletin. Inspections shall be made in. ~ accordance with prescribed procedures. j ~ I A copy of the field inspection report shall be sent to Central ; ~ Office, Office of Technical Support,, Architocture anu Engineering ' ~ Division, when there is: - I - 1 a. Evidence of noncompliance with any portion of, the:. j method described in the engineering bulletin. i ~ b. Faulty shop fabrication including surface defects. i ( ~ 1 c. Damage to shop fabricated items or materials due ~ to transpor,tation, improper storage, handling, or ; assembly operations. , ~ d. Unsatisfactory field workmanship. . Periodic plant inspections will also be made by HUD personnel in ~ accordance with prescribed procedures. A copy of all factory ~ inspection reports will be sent to the .Architecture and Engineering ~ Division. ~ ~ 5. Certification: i ~ The company named in this bulletin shall furnish the builder with ~ , a written certification stating.that.the product has been manu- factured in compliance with the HUD/FHA Minimum Property Standards except as modified by this bulletin. The builder shall endorse ~ the certification with a statement that the product has been , erected in compliance with HUD/FHA Minimum Property Standards except as they are modified by the bulletin and that the msnu- facturer's certification does not relieve him, in any way, of his responsibility under the terms of the Builders Warranty ~ required by the National Housing Act, or under any provisions . ~ applicable to special housing programs such as low-income public ; housing. This certification shall be furnished to the HUD field i o£#'iao upon complotion of tho propori;y. i i i , Y' L • f ` 3 - OUTLINE DESCRIPTION ' GENERAL: ~ The system of precast concrete basement wall panels for one-story houses con- ~ ' sists of 2" thick, 8'-0" high by 12'-0" long ribbed wa1Z panels. Horizontal and vertical 6" deep ribs are 4'-0" and 2'-0" o.c., respectively. i ; Panels are cast in horizontal steel molds in the factory. Feinforcing bars are tied in place and wire mesh is placed over the entire area ~ of the panel. Inserts are cast in the concrete for hoisting. ~ ! Panels are cured in the mold for approximately 18 hours and are then removed to ; ~I a storage area for additional curing. 1 ~ Panels are transported to the job site in a horizontal_-position and erected on. ' concrete footings. All joints are trea d-with a waterproof sealant'and the I ' panels are bolted together with 1/2" 6 bolts. A waterproofing material is then , applied to the entire exterior surface. ~ Openings for windows and doors are enerall formed in the g y panels at the plant. Wall sections including window and door openings may be cast onsite. ; All materials and methods of installation shall be in accordance with HUD Minimum Property Standards (MPS), Use of Materials Bulletins (UM), and Materials i Releases (MR), except as may be specifically noted herein. Plumbing, heating ~ ' and electrical systems are field installed. This bulletin is based on a structural review of the shop fabricated components i of Custom Precast Steps, Inc. Components that are field constructed (such as ' ; concrete footings) and items that are nonstructural in nature (such as archi- ~ tectural features and plumbing, heating and electrical systems) are not covered by this bulletin. i t ~ SPECIFICATIONS: FHA Form 2005, as submitted for review for technical suitability determination, . ; shall govern the construction described in this bulletin. A copy of FHA Form ~ . 2005, as submitted, shall also be furnished to the field office with each ~ application for use under HUD housing programs. ~ i1RA4JINGS : The following Custom Precast Steps, Inc. drawing is to be considered an integral ; part of this structural engineering bulletin. Copies of this drawing shall be ' furnished to the HUD field office with each application. Drawing No. Date Description , 1 7/12/78 Precast Concrete Wall Panels J ~ ' . ' . . , 1 DESIGN REQUIREMENTS: ~ - 1) Concrete: Normal weight, f'c = 3750 psi ' i 2) Keinforcing Steel: ASTM 11615, Grade 40, f:S = 24,000 psi ~ Welded Wire Fabric: ASTM A185 i 3) Equivalent Soil Pressure 28.6 psf (p = 330 - 40') ~ Backfill shall not be placed against wa11 until floors are in place. 4) This system stiall not be used in Seismic Zones 2 and 3 unless structural ~ ~ calculations are reviewed and accepted by HUD. ~ 5) Design and construction, including minimum reinforeement, shall conform i to latest edition of ACI 318, "Standard Building Cude Requirements for , ' Reinforced Concrete." ; ; MANUFACTURING PLAIVT : ~ ; i. ; Precast concrete basement wall panels covered under this structural engineering ' bulletin will be produced in the following plant: i ; i Custom Precast Steps, Inc. Highway 25 (5 miles South of Barron) ; Hillsdale, Wisconsin 54744 (Milwaukee Area Office) ~ I QUALITY CONTROL: ~ ' ` The HUD/FHA field office in whose jurisdiction the manufacturing plant is located ~ shall review the plant-°fabrication procedures and quality control program and ~ ahall report,to Headquarters in accordance with outstanciing instructions. I ~ REPORTS TO HiJD HEADQUARTERS: I ~ i ; Issuance of this bulletin obligates the sponsor to provide the Office of TFChnical I Support with a list of all proper.ties (up to fifty dwellings) in which the compo- nent or system is used during the first year the bulletin is in effect. The list ~ shall include the street address (or location with respect to the nearest ~nter- ~ ~ . section of public roads) and the approximate date of installation or erection of' ' each structure. ; ; , Where volume production exceeds use in fifty dweJ_ling units per year, it is ~ requested that the location of the units reported reflect the widest practicable ; geographic and climatic variation. I Further, the sponsor shall inform HUD in advance of changes in production i ; facili"ties and methods, transportation and field erection procedures, and of ' proposed changes in the design or materials used in the product. t ' 1 ;,.,?j i -s- REVIEW AND REVISION: ; HUD will revise this bulletin to reflect improvements in this product when ~ requested by the sponsor. Tf no request is made, HUD wi.ll review this bulletin ' within three years from the issue date. i Failure of the sponsor to notify HUD of a change in name, ownership, mailing address or plant location may result in cancellation of this bulletin. ~ ~**~e~**4e**:e*~~~*~4~'e*~e~e***~*~e~**~t~~C*~e**~oe*~e~t~~ie~Y**~e~Y***~e~~~e~C9e*~~'e~e~*~*~ex~e*~e~~e~e~~~e* ' i I I i j i i i ~ I I i - i I ; - , I i i I I ~ I ~ ~ I ; / ~ . i i'~; +~P6o.9-FD Li~i,PinsS o9DS J .7y F[s~X/CO.F,E 9 • ~ i~~~ ` - 1 FCf.PR/NG STiQ/GS i ~ ~a_ vyAx 6 dtqNKET F.G. /N$c!L . /.z' SN~o- Tk~cK I i SiDE~?,ac~ /NSULAT/ON ; .rnlNr ~ JVZ " ,C3ol- rs o. c . - A-- ~ ; ~ { ~ ( GPADE ( ` ! I PEQrr/~ ~ivsu~ Rr,an_ : S P~- l.4 sT -,Wi?'D. `s/,41- L . END j'?t~tL SEGT/d/Y S/tJ,~ ~ALL S~'T/O/f •o~- - ~ C~ T F~/Z JYJ C.~?L pff~q/VA .25U/L T APPnOvED er: SCALE: DRAWN BV 4~r DlTE: RE V I SE D -n d s-) S~"',~UCTGI~-34L ~ ~ OA-) i'/ ~ vdo 3 3~ - ~-7 4P (:L . . . Johnston-Sahlman,lllC. • CONSULTING ENGINEERS 640 Sexton Building • Minneapolis, Minnesota 55415 • Telephone: (612) 339-2764 July 9, 1984 Mr. Steve Hanson City Building Inspection Dept. 3795 Pilot Knob Road Eagan, Minnesota 55122 Re: Perma Built Concrete Units Dear Mr. Hanson : We reviewed the design calculations and test data submitted to us by Mr..Gary Quam of Perma Built, Inc. 3665 Widgeon Way Eagan Nfn.. " On July 5, 1984 we approved the "Perma Built" panel design for use in construction of a residence on Widgeon Way in Eagan, Minn. This is a confirmation of our phone ca11 of July 6, 1984. If you have any questions regarding this matter, please call us. Sincerely, JOHNSTON-SAHLMAN, INC. )kJohn D. Pearson, P.E. Minn. Reg. 6716 JDP :vf C.C. Mr. Curt Fischer . . i Lc= i 2/84 CITY OF EAGAN ~APPLICATION FOR PERiMIT J - SEI+3ER AND/OR WATER CONNECTION (PLEASE PRINi) 1) PF.OP= ADDRESS : _36 70 ~ j 12 6-6-n/U !it/ fg ~ r_FrAL DESCRIFTIcv: .44 t,~. 3/A0r&C? lvoov 3R~ (Iot/Block/Subdivision or Tax Parcel I.D. :ILUnber) i: ST^i;CT',.cE, Da'I'~; GF ORIG.i :AI, :.ulLi L`iG ISSU?~=: - . . i.~j:.. • ~ R-i S..'1i= r2~-%t i T,Y ~R-2 DUPLE{ {'I'G;~ L'~1ITS ) 0 P,-3 'PGtiti'NHOC;SE (TF= + LNITS) ( LTNITc) ? R-d_ Ap ART` ~°`:'I'/CCi 1DCi,L I=M ( LNI TS i p Ca1v1E:?CIAL/",TAII,/OFFICE p TimL'S i.L ? NSTITU-TICNAL/GG~~T~,EvT Z) appLT= (PLEASE PRINi) ~~!E: ~ ~DREss : a~/-~ crrY, sTATE, zrP: PHONE: 3) P~~,BE? (PLtASE PRINi) 1 FOR CITY USE ONLY NAME: ~4,6lr f /4;,1-7Z-- ADDRESS: 60 ~jr U PLRActive4SE: CITY, STATE, ZIP: Expired A5i~~ Q o ~ot Record PHOiNE: 4V pLUMBER LICENSE # arr lnitia 4) p=p,NT/dr,',JrJz.--.~ NAVIE (PLEASE PRINi) : - ADDRESS : CITY, STATE, ZIP: PHO:]E: 5) INDIGA'I'E WHICIi PEPrLIT IS BEZNG REQUESTID: ? CC:IECrION 'Il7 CITY Sh-r7ER ? CC:.~FJC.'TIGN 'Ib CIT1.' WATEFt . Q CII'FE2 (PLF~ISE DESCRTBE) 6) L`1DiG;:::, C:.L: ? .J..r,SE F?OID APPRWID pER,tilIT FOR PICK-UP BY OIVE OF ABCNE PIF-7ASE ti+AIL APPR= PgRMIT TO 1, 2,(3 ~4 ABC7JE . (Circle one) 7) SICZ~'I[.:~E: DATE: ~ n! e+l.a4a~~r ~ 3~1 f~R ~t~~~r~ ~t ~s r+c s.ss:a:~ as aor s~s:ss:a ~ a.it r~ ~t~ r rs~,~ ~ s~~c ~~=~ac c FOF2 C I TY U S E ONLY 1 's PERti1IT " ISSUED L ~ FEES. $ m~~ s~'~•,R n~`UUT'i (I_L. s*UD~Fy1~,2) : r: $ WATER PERP'lIT ( INCLL'DE SURCHARGE ) $ WATER METER/COPPERHORNJOUTSIDE REnDER a WaTER `:aP ( INCLUDE CORPCRATIQN S'"Cp ) $ SE:'7ER TT.P . . $ ACCOUNT DEPOS ZT - SE:': ER $ ACCOUNT DEPOSIT - WATER $ -17Z -7 d. WAC $ el' SAC $ TRU:1K TJATiR ASSESS.-:-E:IT $ TRliNK SE;vER ASSESS~.IENT LATEP.AL BENEFIT/TRUNK SE,,7ER ° $ LATERAL BENEFIT/TRU:I'r: WATER ~ $ ' OTHER $ TOTAL $ AMOUNT PAID/RECEIPT DOES UTILITY CONNECTION REQUIRE EXCAVATION IN PUBLIC RIGLiT OF WAY? ~ YES IF YES, THEN A"PERMIT FOR WORK WTTHIN ~ PUBLZC ROADWAY" MUST BE ISSUED BY THE NO ENGINEERING DIVISION. LIST AS A CONDI- TION. SUIIJECT TO THE FOLLOT^JING C0NDITIONS : RPPROVED BY: T Z T L E: DATE : t_ ow wg-~ OWa ow .o nt M pe m ? ~/f ~ i'~,[I !L l/ ~ 7 MUNICIPAL BUILDING , - - - _ . _ - 2100 Radio Drive • Woodbury, Minnesota 55125 , 4 "QR ~ OODBURY Administrative Offices 739-5972 Assessing 731-5770 Building Inspection 731-5770 January 29, 1987 , Rick Ada U. S. ome Corporation, Thompson Division 171 opkins Crossroad South netonka, MN 55343 RE: Precast concrete foundations Dear Rick: The precast concrete foundation plans have been reviewed and I have the followifig questions and comments: 1. Please provide information showing the precast company as an approved fabricator of these panels. 2. Please provide information on the type of concrete to be used. (ie. regular, waterproof, lightweight) 3. Provide all engineering calculations and details in- cluding but not limited to the following: a. general panel calculations b. beam pockets and other high loading areas ce footing size calculations (including soil bearing) d. fastening panels to footings ee fastening panel to sill, sill to rim joist and ' floor Joists f. panel to panel fastening g. corner panel fastening h. details for all options planned for each model 1. footing size and location to include all footings for the structure J. window, door and similar openings in the panel 4. Details from ICBO Report 3652 and the engineer's draw- ings are different in several areas listed below Which will be used? a. size of wire mesh b. corner details ce size of bolts used to join panels d. brick ledge details 5. Beam pockets do not show on plans. Plans must accurately reflect the work to be done. r • ~ Rick Adams January 29, 1987 Page 2. 6. Gravel backfill is shown on plans. Is this correct? 7. Expansion 3oint is shown between slab and panel. Is this correct? How does this affect the structural integrity of the bottom of the panel? 8. Engineer's signature must be on each plan for all available options. Unsigned shop drawings are not acceptable. 9. Is a concrete s1ab required in crawl spaces for structural integrity of the panels? 10. Panels must be installed exact.1y- per plan. Any variation must have written approval of the engineer and the Building Official. 11. If questionable soils are encountered the soil must be approved by a soils engineer and the Building Official before pouring footings. Any redesign of footing sizes must be made by the structural engineer and approved by the Building Official. 12. How will the foundation walls be insulated? 13. What methods of stripping and/ar finishing the base- ment are approved by the engineer? 14. Drain tile is required per city ordinance #311. 15. An additional plan review and plan review fee will be required for each model that is changed to this foundation system. 16. Is the brick ledge adequately protected from frost heaving? 17. Is there an installation manual available? 18. Footing pads that are misplaced or misaligned must be approved by the englneer. 19. What is the 2"x9" cutout on the panels for? Sincerely, Ron Glubka C M ef Building Official ? twin ciCti+ testinq a ,«P•,,,,,; ~ sno 8rv3wvNUnnO IWborstory, w'tc. 662 CROMWELL AVENUE ~~~`I1 Y ST PAUL. MN 55114 } o PHONE 61 2I645-3607 SOIL O~,S,EFtVATI,ONS & TFS.TI,NG ST FRANCIS WOOD - 3RD ADDITION PROJECT: NEAR LEXINGTON AVENUE September 10, 1984 EAG,AN, MINNESOTA Copies: 1-Fischer Const REPORTEDTQ: Ray Fischer At'tn: Curt Fischer - 6801 West 150th Street -City of Eagan Apple Valley, Minnesota 55124 Attn: Dale Peterson LABORATORY No. 9-3512 INTRODUCTION This report concerns the observations and testing performed by our firm during earthwork operations through August 31, 1984, at the St Francis Wood Housing Develapment in Eagan, Minnesota. The area involved consisted of Lots 1 and 2 of Block 2 and Lots 1-4 of Block 1 in the Third Addition. The scope of our involvement is to observe and test the earthwork operations in - specific areas of the project, which are scheduled to be conducted in accordance with Federal Housing Administration Data Sheet 79G -"Land Development With Controlled Earthwork". Our work in the field was performed at the request of Curt Fischer of Fischer Construction on July b, 1984. CONCLUSIONS A summary of the excavation observations and soil compaction testing performed through August 31, 1984, is presented on the attached tabulation. The lots designated "FHA 79G - Complete" in the tabulation have been constructed according to FHA Data Sheet 79G requirements. The lots designated "FHA 79G - Incomplete" have begun FHA 79G earthwork testing, but have not been completed to final grades. Additional testing will be required on these lots to satisfy FHA requirements. The lots designated "FHA 79G - Not Required" aid not need 79G earthwork testing, as the structure is proposec3 to rest on naturally occurring soils, and the fill depth in the garage area should not exceed 21. In the event undesirable soils are encountered during actual building construction, such that subcutting below foundation grade is required, additional soil observations and compaction tests will be performed as requested. PROJECT INFORMATION The results of a preliminary soil exploration program conducted at the site by our firm were available for reference durinq our work. The report was forwarded under Laboratory No 9-3001, dated March 15, 1984. The report indicated a genera].ized soil profile at the site consisted of topsoil and fine alluvial soils overlying sand clay weathered till or silty sand glacial till. The glacial till soils were in a dense to very dense condition, while the fine alluvial soils were in a medium ta soft Af A MUTUAL ppp7gG"pN'{p CLIENTt. TM6 P4SUC AND OUMELV6S, ALL A6POAT9 ARE SUMMITTHD Ae TME CONRIOENTIAL PpOPERTY Or CLIENTB, ANO AUTMOAI- iATON Ppq PUOUCATION OR eTATEMEIYT6,.CONCLUHt011lH OR E%TpACT6 FAOm Op AEOYRO1N0 OUA AEPOATB 10 AHBEAVEO PEN0111Ri OUq WAITTEN 4PPqOV4L. , Q t~wAin citti+ testinq MDlwop~ ~y erx3wwmnnQ mcKwuecwLI.Nw- 662 CROMWELL AVENUE ST PAUL MN 55714 Yy SOIL OBSMATI0N5 P&.IUMV September I0, 1984 LABORATORY No. 9-3512 2 PROJECT INFOl3MATTON-Gont, condition. Based on the penetration resistance values (N values) obtained from the boring logs, it is our opinion these silty sand and clayey sand glacial till soils are suitable to support unit structural loadings of up to 3000 psf. Please refer to this exploration report for more detailed soil data and recommendations. We understand the proposed structures in these blocks will be 2 and 4 unit, multi-level dwellings of wood-frame construction. The structures will be supported by interior and exterior strip footings, desiqned to rest on soil having an allowable bearing capacity of up to 3000 psf. The finished elevation for the garage slab in units 1-2 of Block 2 will be at 897.51, while the garage floor elevation for units 1-4 of block 1 will be at 894.5'. FHA Data Sheet 79G requires all building excavations needing more than 2' of sand fill to obtain gaxage slab subgrade elevation be observed and judged-for suitability by a soils engineer. These lots are then to receive soil compaction testing at 2' vertical interval.s in the subsequently placed compacted fill. 9BSERVA,T.I.QN M.ETHODS.& $ESULTS From Ju1y 9 to August 16, 1984, we performed intermittent visual observations of the soil conditions within the building excavations listed on the attached tabulation. Several shallow hand auger borings were put down to aid in depicting the localized subsurface soil conditions, as well as to judge their strength capabilities. The exposed soils, as well as those retrieved by our hand auger borings, were then visually,ana manually classified according to ASTM:D2488, and compared to those soils described by the preliminary boring logs. The soils exposed in the excavation bottoms consisted of silty sand and clayey sand glacial till in what appeared to be a dense to very dense condition. In Lots 1 and 2 of Block 2, these natural soils were exposed at slab grade for the proposed structure, therefore, FHA Data Sheet 79G was not required for this building. In Lots I-4 of Block 1, the excavation was deepest in the central portions of the building, at an approximate elevation of 8771. Based on our observations and hand auger borings, we judged the exposed glacial till soils suitable upon which to initiate fill placement. We also judged these soils suitable to support unit loadings of up to 3000 psf. At A MUTyAL PAOTffC710N TO CLIENTt, TME PUOLIC ANd OUROELVQO, ALL AEPOATa AAE aUSMrt7ZD A9 TF1E CONi1Q6NT1AL PqOPENTV OF CLIENTY, ANO AUTFWAI- EATION i0A PWLICATON OF STATHM@NT1. CONCLUYIONB OA HXTAYCTB FqOM Oii AlOO.qDINO OUii AEPOiiTS 00 4E0EAVED PENDINO OLJA MVpfTTEN APPAOVAI. Q twin city testinq arlw enqnuurr'+v aborstort& Wc. P' y 662 CROMWELL AVENUE . ST. PAUL MN 55114 } Q~IL ~ PHONE 612I6453601 B,;.ERVATIONS & TESTINSi • September 10, 1984 LABORATORY No. 9-3512 3 QBSERyA,TI0N MET,HQDS & RESULT.$-Cont. Along the edges of the excavation for Lots 1-4 of Block 1, it appeared proper oversize had been maintained in the excavation bottom for the requirea lateral extension of the fill sequence. This oversizing provicled was on a 1:1 basis. COMPACTTE$TING After the excavation f'or lots 1-4 of block 1 had been judged suitable, filling operations began. Thus far, we have performed eleven soil compaction tests on an intermittent trip basis. The results of these tests are attached. The tests were evaluated according to the Moisture Density Relation of Soil as designated by ASTM:D1557-78 (Modified Proctor). A minimum of 93$ was established at the locations and elevations tested to support the planned 3000 psf unit loadings. Further testing is required at the elevations shown on the attached tabulation to satisfy FHA-79G guidelines. Bk'~MARK S We are attaching an information sheet concerninq what we consider to be sound engineering practices for the construction of a fill sequence. If we ean be of further service to you, please contact us. TWIN CITY TESTING AND ENGINEERING LABORATORY INC I Michael P McCarthy, P.E. MPM/fm /1NA MU7LA1 PAOTECTION TO CLIENTf, TME PUOUC ANO OUMCIVEt, ALL ARPOATD AAE iWMMTEO Ai TME CONRIDENTII.L PROPERTV OF GLIENTf, AND 4UTNOP1- Z.ATION ROp pVRL1CATIdV OF STATEMENTS, GONCLUSIONs Oii EXTRAGTg FiiOM Op WQOAqDINO OYA REPONTd 16 RESFRVED PENOINO OtJii WAITTtN AOPfiOVAL. PREREQUISITES FOR SOUND ENGINEERING PRACTICE Irr order to properly evaluate the foundation soils at a building site, it is imperative for our firm to know exactly where the building will be placed, its size, and the elevation of the foundation elements. Without this information, a judgement regarding the adequacy of the preparatory foundatian earthwork is not possible. This project data is especially critical in situations when the excavation extends below the footing grade and compacted fill will be required to attain building elevations. In these situations, the excavation would require lateral oversizing to provide suitable lateral distribution of the footing loads. Offset batter boards or the building lines stakes provide the best on-site verification of the build- ing location and size. It must be recognized that Twin City Testing and Engineering Laboratory, Inc. does not practice in the field of surveying. We, therefore, must rely on staking by others. If Twin City Testing is required to perform the survey, we will retain a licensed surveyor and in- voice our client for the amount per our current fee schedule. Provision of the building foundation plans is also important so that we may properly perform our engineering judgements. If the construction is redesigned or otherwise moved subsequent to our work, we should be informed so our firm can assess if additional engineering observation is required or suggest sound engineering alternatives. We cannot be responsible for any soil foundation system if the structure has been relocated with respect to the excavation subsequent to our observations. GENERAL OVERSIZE REQUIREMENTS Because of the lateral distribution of foundation pressures with depth, lateral oversizing is re- quired in an excavation where unsuitable soils extend below plan footing grade. The lateral oversize scheme provides compacted fill material beyond the exterior footing (imits where fill is required below faoting elevation. The degree of lateral oversizing is dependent upon the sur- rounding soil's ability to resist lateral movement. Althaugh we generally recommend the lateral oversize be at least 2' plus the depth of fill below bottom of footing elevation, each project must be evaluated separately. For example, in extremely compressible swamp or organic soils, the over- size should be increased to S' plus twice the depth of excavation below footing grade. Due to the variations in the required oversize, an engineering judgement must be made to establish the neces- sary extent of the oversizing. Diagrams illustrating typical oversizing dimensions are included below. k turn cmy testinq .rw.no.rer..c noaracati. ax. SG - 118(5/82) E , Q twn C3t%r oesdno ..,e .~..m..~.,~ NORMAL EXCAVATION OVERSIZE MINIMUM , EXCAVATION LIMITS PROPOSED s FOOTING TOPSOIL . 2' ~ I I ~ UNSUITABLE COMPACTED FILL p SOILS ~ D COMPETENT SOILS OVERSIZE FOR SWAMP OR EXTREMELY SOFT SOIL CONDITONS MINIMUM EXCAVATION LIMITS PROPOSED FOOTINGS ' ~ 5SWAMP DEPOSITS 2 ~ OR I SOFT SOIlS 1 COMPACTED FILL D ` - 2D COMPETENT SOILS SG-119(81-A) ST FRANCIS WOOD 3RD ADDITION EAGAN, MINNESOTA LABORATORY #9-3512 Excavation Garage Elevation of Elevation of Bottom Slab Compaction Compaction Location Elevation Elevation, tests taken, tests still Lots $21 ft ft ft neededj ft Notes 1&2 1 877 894.5 879 881 883 885 887 889 891 893 @ 3&4 1 877 894.5 879 881 883 885 887 889 891 893 @ 1&2 2 897 897.5 none required - NOTES: + FHA 79G Complete. Earthwork activities for proposed building pad have been satisfactorily completed as per FHA-79G require- ments. @ FHA 79G Incomplete. Lot has begun earthwork activites per FHA-79G, however, will require additional compaction testing when earthwork resumes. FHA 79G Not Required. Structure proposed to rest on naturally occurring soils, with no greater than 2' of sand fill needed to garage subgrade elevation. - twin aty testinq a.,e erumrwwrwm mmo.atan,..x. • 13 twin citti+ Cestinq ano QnQmQonnQ Iabaator4, inc. 662 CROMWELL AVENUE d..r o~ . "ST. PAUL, MN 55114 PHONE: 612/645-3601 REPORT OF: DENSITY TESTS OF COMPACTED FILL PROJecT: ST FRANCIS WOOD-3RD ADDITION DATE: AU ust 10, 1984 NEAR LEXINGTON AVE 9 EAGAN, MINNESOTA REPORTED TO: RdJ/ F 1 SCI12Y' coPiES To: 1-F i scher Const 6801 West 150th St Attn: Curt Fischer 1 APPle Ualle , MN 55124 -City of Eagan Y Attn: Dale Peterson LABORATORY No. 9-3512 TEST NUMBER: 1 DATE TAKEN: 7-25-84 UNIFIED SOIL CLASSIFICATION: (Moisture-Density Sampie Number) Sandy cl ay, a 1 i ttl e gravel, brown (CL)-1 LOCATION: B1 ock 1, Lots 1& 2 ELEVATION OF TEST: 879' DEPTH BELOW EXISTING GRADE: 2 FIELD DENSITY DETERMINATION: Method Density in Place by Sand-Cone Method, ASTM:D 1556-82 ~.--#4 Basis) Dry Density (pcf) 12$ Moisture Contenr 11.4 Plus #4 Material 2 1 LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Metnod ASTM:D1557-78, Method "A", #4 Basis) Maximum Dry Density (pcf)l 132.7 Optimum Moisture 8.7 COMPACTION TEST RESULTS: Compaction (oib) 96.5 Specified Compaction (~ib) 93 ATTENTION: Density tests are valid at the Cocation and elevation of the test only. No representation is made as to the adequacy of fill and com- paction at locations and elevations other than those tested. The moisture-densiry relations of the above soil was adjusted for the varying amount of gravel in each sampie. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPOHTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLfENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS OR EXTRACTS FROM OR HEGARDING OUR REPORTS IS RESERVED PENOING OUR WRITTEN APPROVAL. Twin City Testing and Engineering Laboratory, Inc. SG-229(11/82) B Y I ' twin citti+ testinq ~ ' ano er+vw+mww+v Uso«seorL&,.= 662 CROMWELL AVENUE ST. PAUL. MN 55114 PMONE 612/615-3601 - REPORT oF: DENSITY TESTS OF COMPACTED FILL ST FRANCIS WOOD-3RD ADDITION PROJEGT: NEAR LEXINGTON AVENUE DATE: August 10, 1984 EAGAN, MINNESOTA Ray Fischer coPiesTO: 1-Fischer Const REPORTED TO: 1-C1 ty of Eagan 6801 West 150th St Apple Valley, MN 55124 LABORATORY No. 9-3512 TEST NUMBER: 2 DATE TAKEN: 7-30-84 UNIFIED SOIL CLASSIFICATION: (Moisture-Density Sample Number) Sandy C1 dy, wi th d 1 i ttl e gravel, brown (CL)-1 LOCATION: B1 oCk 1, l ots 3& 4 ELEVATION OF TEST: 879' DEPTH BELOW EXISTING GRADE: FIELD DENSITY DETERMINATION: Method Density, in Place by Nuciear Density Method "B" ASTM: D 2922-81 (-#4 Basis) Dry Density (pcf) 124.5 Moisture Content 8.9 Plus #4 Material 9 LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Method ASTM:D1557-78, Method_"A", #4 Basis) Maximum Dry Density (pcf) 132.7 Optimum Moisture $,7 COMPACTION TEST RESULTS: Compaction 94 Specified Compaction 93 ATTENTION: Density tests are valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. AS A MuTUALPROTECTION TO CLIENTS.TME PUBLIC AND OURSELVES.ALL REPORTS ARE SUBMITTED AS TME CONFIDENTIAL rROPERTY OF CLIENTS. AND AUTMOR- I2ATION FOR PUBLIGTION OF STATEMEHTS,GONCLUSIONS OR EXTRACT6 FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL Twin City Testing and En inee~ing Laboratory, Inc. SG-222 (81-A) By ~G / FiL ~ twin citti+ testinq ar~o anqwwQnm Nao«acoru, mc. 662 CROMWELL AVENUE a,"°'•'"^,; " ST. PAUL, MN 55114 ' at , PHONE:612/645-3601 I RePORT oF: DENSITY TESTS OF COMPACTED FILL ST FRANCIS WOOD-3RD ADDITION PROJecT: NEAR LEXINGTON AVENUE oATe: August 10, 1984 EAGAN, MINNESOTA REPORTED TO: Rdy F15CIle1" Cpp1ES TO: 1-F1 SCf12)" Const 6801 West 150th St 1-City of Eagan Apple Valley, MN 55124 LABORATORY No. 9-3512 TEST NUMBER: 3 4 DATE TAKEN: 8-6-84 8-6-84 UNIFIED SOIL CLASSIFICATlON: (Moisture-Density Sample Number) Sandy cl ay, wi th a C1 ayey sand wi th a 1 i ttl e little gravel, brown gravel, mostly fine grained, (CL)-1 brown (SC)-2 LOCATION: B1 ock 1, Lots 1& 2 B1 ock 1, Lots 3& 4 ELEVATION OF TEST: 881' 881 DEPTH BELOW EXISTING GRADE: 18" 18" FIELD DENSITY DETERMINATION: Method Densiry in Place by Sand-Cone Method, ASTM:D 1556-82 #4 Basis) Dry Density (pcf) 127.5 122.5 Moisture Content 12.0 11.7 Plus #4 Materiai 6 10 LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Method ASTM:D1557-78, Method "A", #4 Basis) Maximum Dry Densiry (pcq 132.7 132.0 Optimum Moisture ft 8.7 9.2 COMPACTION TEST RESULTS: Compaction 96 93 Specified Compaction ft 93 93 ATTENTION: pensiry tests are valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and com- paction at locations and elevations other than those tested. The moisture-density relations of the above soil was adjusted for the varying amount of gravel in each sample. AS A MUTUAL PROTECTION TO Cl1ENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFlDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS OR EXTRACTS FpOM OR RECaARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Twin City Testin and Engineering Laboratory, Inc. ~ sc-229(11i82) e y ls~~ 7 twin citti+ testinq ow-m urvcwmur.m ftt""N=14, ww- 662 CROMWELLAVENUE «mnro ST. PAUL. MN 55114 ` il1 S PMONE 612/645•3601 ' 3 s REPORT oF: DENSITY TESTS OF COMPACTED FILL ~ 'ST FRANCIS WOOD - 3RD ADDITION PROJEGT: NEAR LEXINGTON AVE DATE: AU9USt ZO, 1984 EAGAN, MINNESOTA coPiesTO: 1-Fischer Const REPORTEDTO: Rd,y F1SCI12Y' Attn: Curt Fischer 6801 West 150th Street 1-City of Eagan Apple Valley, MN 55124 Attn: Dale Peterson LABORATORY No. 9-3512 TEST NUMBER: 5 6 DATE TAKEN: 8-16-84 8-16-84 UNIFIED SOIL CLASSIFICATION: Sandy clay, with a little Clayey sand, with a little (Moisture-Density Sample Number) gravel, brown (CL)-1 gravel, mostly fine grained, brown (SC)-2 LocATIorv: Block 1, Block 1, lots 1& 2 lots 1& 2 ELEVATION OF TEST: 883' 885' DEPTH BELOW EXISTING GRADE: 21 11 FIELD DENSITY DETERMINATION: Method Density in Place by Sand-Cone Method, ASTM: D1556-64 #4 Basis) Dry Density (pcf) 118 133 Moisture Content 13.0 11.0 Plus #4 Material 11 7 LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Method - ASTM:D1557-78, Method "A", (44 Basis) Maximum Dry Density (pcf) 132.7 132.0 Optimum Moisture 8.7 9.2 COMPACTION TEST RESULTS: Compaction $g 100.5 Specified Compaction 93 93 ATTENTION: Density tests are valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. AS A MUTUAL PROTCCTION TO CLIENTS. TME PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS TME CONFIDENTIAL ?ROrERTY OF CLIENTS, AND AUTMOR- 12ATION FOR PUBLICATION OP STATEMENTS.CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR R[PORTS IS RESERVED PENDING OUR WRITTEN APPROVAL . Twin City Testing and Engineering Loboratory, Inc. SG-225 (81-A) By ?,(i7//~~~ ~ i~lz C,/~'L~/~ ' twln cltti+ test~nq 011~.,, ww, 662 CROMWELL AVENUE ST. PAUL MN 55114 pMONE 612/645-3601 REPORT oF: DENSITY TESTS OF COMPACTED FILL ST FRANCIS WOOD - 3RD ADDITION PROJECT: NEAR LEXINGTON AVE' DATE: August 20, 1984 EAGAN, MINNESOTA coPiesTO: 1-Fischer Const REPORTED TO: d,y i sc er Attn: Curt Fi scher 6801 West 150th Street 1-City of Eagan Apple VAlley, MN 55124 Attn: Dale Peterson LABORATORY No. 9_3512 TEST NUMBER: 7 8 DATE TAKEN: $-17-84 8-17-84 ~ UNIFIED SOIL CLASSIFICATION: Clayey sand, mostly fine Clayey sand, mostly fine (Moisture-Density Sample Number) 9rai ned, trace of gravel, grained, trace of gravel, brown (SC)-2 brown (SC)-2 LocATIo?v: 61 ock 1, B1 ock 1, lots 3& 4 lots3&4 ELEVATION OF TEST: 883' 885' DEPTH BELOW EXISTING GRADE: 1 112' 6" FIELD DENSITY DETERMINATION: Method Density in Place by Sand-Cone Method, ASTM: D1556-64 #4 Basis) Dry Density (pcf) 125 127 Moisture Content 12.4 11.7 Plus #4 Material 5 5 LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Method ASTM:D1557-78, Method "A", (44 Basis) Maximum Dry Density (pcf) 132.0 132.0 Optimum Moisture 9,2 9.2 COMPACTION TEST RESULTS: Compaction 94.5 96 Specified Compaction 93 - 93 ATTENTION: Density tests are valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. AS A MUTUAL PROTECTION TO CLIENTS,TNE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS TME CONFIDENTIAL PROrERTY OF CLI[NTS. AND AUTMOR- IIATION iOR PUBLIGATION OF BTATEMENTS.CONCLUSIONS OR EXTqAC75 FROM OR REGARDING OUR REPORTS I$ Rl9ERVED PENDING OUR WRITTEN AGPROVAL Twin City Testing ond Engineering laboratory, Inc. SG-225 (81-A) By ' ` . twin citti+ testinq 662 CROMWELL AVENUE ST PAUL. MN 551 t 4 t ~ `p PMONE 612/6A5-3601 REPORT oF: DENSITY TESTS OF COMPACTED FILL ST FRANCIS WOOD - 3RD ADDITION PROJECT: NEAR LEXINGTON AVE oATe: August 21, 1984 EAGAN, MINNESOTA 1-Fischer Const ay Fisc er coPiesTO: Attn: Curt Fischer REPORTED TO: 6801 We$t 150th Street 1-City of Eagan Apple Valley, MN 55124 Attn: Dale Peterson LABORATORY No. 9-3512 TEST NUMBER: 9 10 11 DATE TAKEN: 8-20-84 8-20-84 8-20-84 UNIFIED SOIL CLASSIFICATION: Sandy cl ay, C1 ayey sand, C1 ayey sand, (Moisture-Density Sample Number) a 1 i ttl e gravel, most 1y f i ne grai ned most 1y f i ne grai ned, brown (CL)-1 a little gravel, some gravel, brown brown (SC)-2 (SC)-2 LOCATION: B10Ck 1, Block 1, Block 1, lots 1 &2 lots 1& 2 lots 3& 4 (retest of #5) ELEVATION OF TEST: 883' 885' 887' DEPTH BELOW EXISTING GRADE: 2 112' 6" 1' FIELD DENSITY DETERMINATION: Method Density in Place by Nuclear Density Method "B" ASTM: D 2922-81 (-#4 Basis) Dry Density (pcf) 131 128 128 Moisture Content 7.5 6.9 8.6 Plus #4 Material 12 15 18 LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Method ASTM:D1557-78, Method "A", (44 Basis) Maximum Dry Density (pcf) 132.7 132.0 132.0 Optimum Moisture 8.7 9.2 9.2 COMPACTION TEST RESULTS: Compaction 98 97 97 Specified Compaction 93 93 93 ATTENTION: Density tests are valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. A8 A MUTUAL PROTEC710N TO CLIENTS.TME PUBLIC ANO OURSELVES.ALI REPORTS ARE SUBMtTTED AS TME CONFIDENTIAL ?ROPERTY OF CLIENT8. AND AUTMOR- 12ATION FOR PUBLICATION OF STATEMENTS.CONCLU810N5 OR E7(TRACTS iROM OR REGARDING OUR REPORTS IS RESERVED P[NDING OUR WRITTEN APPROVAI Twin City Testing ond Engineering Laboratory, Inc. SG•222 (81-A) By s~~~1GG~~ ~Ip ~ Q twin citti+ testinq sno ~no~,eenr,v maoa.se«L,, ww- 662 CROMWELL AVENUE ST PAUL, MN 55174 a~ 't PHONE 612/645-3601 ~ ~ ~~,;Q~'l~~ • - . . . ...MOISTURE - DENSITY CURti sAmm m. ~ PROJKT: ST FRANCIS WOOD-3R0 ADDITION DATE: August 10, 1984 RBORTID TO: Ray Fischer aohesTO: 1-Fischer Const -LABORATiQRY NO. 9-3512 1-Ci ty of Eagan METHOD OF TEST: ASTM: D698-78, Method "A" TYPE OF MATERIAL: Sandy c 1 ay, borwn ( CL ) MAXIMUM DBNSITY: 132 . 7 lb. /cu. ft. 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B y SG-232(2/84) b2z-u PLUlVIBING (RESIDEN'TIAI:) Permrit AppAication Caty Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 . Telephone # 651-675-5675 FAX # 65111 -675-5674 Please complete for: Single ^amily Dwellings Townhomes and Condos when permits are requured for each unit Date Site Address LYNCH, WILLIAM Unit # 3670 WIDGEON WAY EAGAN, MN 55123 Property Owner (651) 452-5054 Te~.ephone # ( ) Contractor NOMLOMPL. 00. (61~) ~T~ Address City M. State ip _ Tel:phone # ( ) The Applicant fs Qwner, Contractor O,ther - . „ , .I_. . Septic System ' New~ ~Refurbis~ed Submit 2 sets of plans-and MPC license = ~ ~ 100.00 Includes County fee. Additional consultant fees may apply. Alterations To Existing Dweliing Unit, Ineluding $ 50.00 _ Adding fixtures to lower levels or room additions, excluding water softener and water heater - Abandonment of septic system _ Water turnaround 5/8" meter if needed -$121.00) Other: _ RPZ , new installation _ repair _ rebuild $ 30.00 ~ , _ Lawu ic•rigation system _ Water soften~~x- x Water heater 15.00 X replacement _ additional ~ $ .so State Surcharge Total 1J~. ~0 'r" , - . . _ - • , B I hereby apply for a Resictential Pluiribing Permit and acknowledge that the in ermahui_ zs"com"' el°°~'e ~an ccurate; that the work will be.in conformance-with.the ordinances and codes of the City of Eagan.and with *,he_P.?:;rnbing Codes; that I understand this is not a permit, but only an appTication for a perinit; and work is not to start without a pernzit;-that the work-will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Jle.-~ Applicant's Printed Name ATill ,Jignature 2004 RESIDENTIAL BUILDING PERMIT APPLICATION ~"`]Q U City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Reauirements RemodellReoair Reauirements Office Use Onlv 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas 2 copies of plan CeR of Survey Recd _ Y_ N (20% maximum lot coverage ailowed) 1 set of Energy Calculations for heated additions Tree Pres Plan Recd _ Y_ N, 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions & decks Tree Pres Required _ Y_ N 1 set of Energy Calculations Add'rtion - indicate if on-site septic system On-site Septic System _ Y_ N 3 copies of Tree Preservation Plan if lot platted after 711/93 Rim Joist Detail Options selection sheet (bldgs with 3 or less units Date Construction Cost Site Address w1 ~A) Unit/Ste # r Description of Work ~ ~ ~ M" (9! 1 5 Multi-Family Bldg k_ Y_ N Fireplace(s) _ 0(3_ 2 Property Owner J LA UA ~ Telephone # ( (p~ J ) s / ~ l ~ Contractor ~ k a&~ 14H Address 38SD L'), L? V City State iki Zip 7 Telephone #L) c1~'Z~ '"a 7S-1> COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cate~orv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 submission type) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y _ N If so, 25% plan review fee applies. Licensed Plumber Telephone # ( ) Mechanical Contractor Telephone # ri T ~ Sewer/Water Contractor Telephone # MAY Z;J04 ( ) + By I hereby apply for a Residential Building Permit and acknowledge that the informa ion is comp~ete and" urate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, an ork is not to start without a permit; that the work will be in accordance with the approved plan in he case of w r hich requires a review and approval of lans. ~ N Applic ' rinted Name Applic t's Signatur OFFICE USE ONLY , Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Exfi. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement *Demolition (Entire Bldg) - Give PCA handout to applicant Valuation Occupancy MCES System Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS _ Footings (new bldg) FinaUC.O. _ Footings (deck) FinaUNo C.O. _ Footings (addition) _ Plumbing _ Foundation HVAC _ Drain Tile Other Roof _ Ice & Water _ Final _ Pool Ftgs Air/Gas Tests Final _ Framing _ Siding _ Stucco _ Stone Brick _ Fireplace _ R.I. _ Air Test Final Windows _ Insularion _ Retaining Wall Approved By: , Building Inspector Base Fee Surcharge.___,_. Plan Review MC/ES SAC City SAC Utility Gonnection Charge - S&W Permit & Surcharge Treatment Plant License Search Copies Other Total 2005 RESIDENTIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: single family dwellings & townhomes/condos when permits are required for each unit DateD Site Address 3 V7.)_ de oK tAJ Unit # Property Owner Telephone # ( ~3'1 ) ~foS - f Sla. ~ Contractor 1(;FI ! AlRG W 12253 Nicoilet Avenue South Street Address Burnc illa NM337 City Telephone: 952•746-520QG Tete t?one # ( ) State ~aY• Q59_7d~69n2 ip P p ~l ° 6 Bond ~o 0 sG 7 Expires: The Applicant is Owner V Contractor Other Add-on or alteration to existing dwelling unit $ 30.00 -z""-furnace _Additional ?f~eplacement New air exchanger air conditioner ~ heat pump other State Surcharge $ .50 Total $ 38. `5 U I hereby apply for a Residential Mechanical Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand this is not a pernut, but only an application for a pernut, and work is not to start without a pernut; that the work will be in accordance with the approved plan in the ca e of work which requires a review and approval of plans. pplicant's Printed Name Applicant's Signature 2005 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: commerciaUindustrial buildings multi-family buildings when separate permits are not required for each dwelling unit Date Site Street Address Unit # Tenant Name (if applicable) Previous Tenant Name Property Owner Telephone # ( ) Contractor 1! 1--,"A Street Address Crty. , . ¢ State Zip Telephone #.f T ) , > . Bond Expires: The Applicant is Owner Contractor Other Work Type _ New Construction _ Underground Tank _ Install _Remove **see be/ow _ Interior Improvement _ Install Piping _Processed _Gas Nature of Work: **When installing/removing underground tank, call for inspection by Fire Marshal and Plumbing Inspector Permit Fees: $70.50 Underground tank installation/removal $50.50 Minimum (includes State Surchazge) OC Contract Value $ x 1% _ $ Permit Fee $ State Surcharge If pennit fee is less than $1,000, add $.50 If permit fee is more than $1,000, surcharge is $.50 for every $1,000 owed. $ Total Fee I hereby apply for a Commercial Mechanical Permit and acknowledge that the information is complete and accurate; diat flie work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand this is not a perxnit, but only an application for a permit, and work is not to start without a pernut; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature Approved By: , Inspector Date: Required Inspections: - U. G. _ R.I. _ Air Test _ Gas Service Test - Infloor Heat - Final 2006 RESIDENTIAL MECHANICAL rExMiT arrLicATioN City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: single family dwellings & townhomes/condos when pertnits are required for each unit Date _q_ / OU Site Address wid-oeovi YV OI iI Unit # / W V Property Owner 1 I I Wyl G Y I Telephone #(tD 51 Contractor O'CONNOR ONE HOUR 1904 VERMILLION STREET Ci~, Street Address HASTINGS, MN 55033 State Telephone # (6 S Bond Expires: The Applicant is Owner ~ Contractor Other Add-on or alteration to existing dwelling unit $ 30.00 _Y_/ furnace _Additional VReplacement New air exchanger ~ air conditioner heat pump S~p ~ 4 ~ other H t/I WI I d j1P? State Surcharge $ .50 Total $ 10 I hereby apply for a Residential Mechanical Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that 1 understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of pl s. J v Applican 's Printed Name A icant` Signature City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink L For Office j�Ussee� �O Permit #: --,�6 Permit Fee: 1.00 Date Received: i-7 )(( Staff: rt1 2013 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: ,31i9C0 ( 13 Site Address: AC -1.0 D U1)1. l Y� Tenant: \, f\r\ rTh, Resident/Owner Contractor Type of Work Permit Type Suite #: Name: \ )\ \ 1A �r Phone: Address/City/Zip- -aln-(- � �'1�1.I-r` Name: Sil cw V1/41 \.k, C- 0 DI #: \c LiCAIC\;Lt.) Address: State: ‘‘,_,CA Zip: � C l L -l' Phone: A, Contact .� . Email: City: `-`c V1CO New \P Replacement _Repair _ Rebuild Modify Space Work in R.O.W. Description of work: RESIDENTIAL Water Heater Lawn Irrigation ( RPZ / — PVB) Septic System New Abandonment _ Add Plumbing Fixtures ( Main / Water Turnaround Lower Level) RESIDENTIAL FEES: $60.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $200.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) ) .. I1 (Y) TOTAL FEES $ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground Utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecail.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and odes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicanure FOR OFFICE USE Reviewed By: Date: Required Inspections: Under Ground Rough -In _Air Test '_Gas Test _Final Use BLUE or BLACK Ink r________________� I For Office Use �� f . I � � N/� Clt of �� j Permit#: � u� Y � � �� Permit Fee: 3830 Pilot Knob Road � � Eagan MN 55122 � Date Received: � Phone: (651)675-5675 � � Fax: (651)675-5694 I Staff: � I I 2014 RESIDENTIAL BUILDING PERMIT APPLICATION Date: "1 r a� ' `"� SiteAddress: �� '� 3�� U�� eOr1 �, EQ un Unit#: Name: Phone: Resident/ Owner Address i c�ty i z�p: 3b~1 � - �lo�� VJ,�,Qe�7n v�c� Applicant is: Owner �Contractor T e of W r Description of work: ��O�� Yp o k �� / Construction Cost: ��o �(9 Multi-Family Building: (Yes �/ /No_� ' Company: �J('��( '�n�-�-f,�C' .'J�Zv�C. Contact: �� e-- 'COt1t1'aCtOY; Address:�.p �� {-tU� W�S T City: ��`p pe,P✓ In n —��O`�15 State:!"V�Zip: 'J��1"I Phone:�LS�'q�1�' Email:�('[� C.c�r��i�' ��yY�S�, ' License#:�C- �1 �.� a � Lead Certificate#: IV(�� q�Q � � l If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: � Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: NOTE:Plans and supporting documents that you submit are considereal to be'public information, Portions of ` :the information may be classified as non-putilic if you provide specific',reasons that would permit the City to conclutle that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq ' I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes ofi the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ', Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issu ce. ' X X ` �i2� �Jr(' i Applic nYs Printed ame Applicant's Signature ' Fage 1 of 3 1:30\tct( 3 A- For Office Use ' ' t if, 04 c � f , - Permit#: Permit Fee: Zt' . Date Received: 3830 PILOT KNOB ROAD 1 EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: buildinginspectionscitvofeagan.com L ++ 2018 RESIDENTIAL L BUILDING PERMIT APPLICATION tt Date: ` to- i'3 Site Address: 3(610 V'.t(\ Zf\ W1 E-°C,G1t1 Unit#: I Name: ,��,c...m 1.„,,i qcin Phone: Co la,-?0 t-5113 Resident/ Owner Address i City/Zip: (Q1O t.).- A 6 .5.2.-y\r tjDC.. c 5 51 a a i.V f Applicant is: Owner Contractor ( Description of work: CQ " e 'Orvr \'\c c- �V+� tOi ka;'�` O t�‘\i Type of Work �Q-7 'r › 1 3(1)-19 L•) 3e . t Q� ta r Construction Cost: 1 L 1(o 1 �` 6 Multi-Family Building:(Yes V /No ) Company: MurrC:\ CorN3"�'r'0G� *O(\ 1-'Cr Contact: i‘t1r i )001WA-1 Address: 1( j,`1 5 ,3 'S€'/ IV.)e- City: CIA cZS h0J Contractor � ,( ` , State: )44 Zip:5J"31 g Phone: q�i�' E ail: m krc /Cc)nSk / s /J-COr'''' ( License#: C Q S Lead Certificate it 1 t If the project is exempt from lead certification, please explain why: 1 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if •u provide specific reasons that would ••rmit the Ci to conclude that the are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeauan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. , x Mt\�� i)CIC?y x ae, 477 Applicant's Printed Name Applica s Signet e