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Home My WebLink AboutBP 1999-00229 Addition Permit & Communications REQUEST FOR INSPECTION DATE RECD. } PERMIT NO. INSP. DATE I 7 INSPECTOR /y4/ -5 Job Address BUILDING PLUMBING Footing Septic Framing Rough Insulate Sewer Sheetrock Gas Final Final HEATING OTHER Rough Shed Water Htr. Swim Pool Final Other Other RE .Y FOR INSPECTIO A.M. MON. TUES. WED. TH ' / �� INSPECTION MADE P.M. BY O APPROVED DENIED 0� u - (i-ityzi' / - iz , ----.1_ _. / City of Oak Park Heights PERMIT NO.: 9900229 14168 North 57th Street j ak Park Heights, MN 55082 -200', 'TE ISSUED: 11/24/1999 651/439 -4439 FAX: 651/439 -0574 Address :14405 55th St N PIN :04- 029 -20 -24 -0091 Legal Dose :Subdivision SWAGER BROS 6TH ADD But 8 Block 3 Parcel COPY Permit Type :Building Property Type :Residential - Other Than New Const. Construction Type :Additions Activity Permit Applicant: DARIN T & KELLY M LANGNESS 14405 55th St N Oak Park Heights, MN 55082 - BUILDING INSPECTION RECORD 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS. 111141111 OCCUPANCY AND USE NOT AUTHORIZED UNTIL FINAL INSPECTION COMPLETED. INSPECTION TYPE DATE INSPECTOR INSPECTION TYPE /_� DATE INSPECTOR P � FOOTI + L,4 FRAMING ///�� ` FOUNDATION WALL AND 4 �-/ INSULATION I N DAMP PROOFING OF / 41 SHEETROCK DRAINTILE /� ELECTRICAL -FINAL GAS LINE - GROUND / /��/ GAS -FINAL PLUMBING - UNDERGROUND /(219 HEATING -FINAL ELECTRICAL -ROUGH IN PLUMBING -FINAL GAS -ROUGH IN r J ` fn£ 1- / FIREPLACE INSTALLATIO HEATING -ROUGH ( —II BUILDING -FINAL PLUMBING -ROUGH ,/1 q INSPECTION COMMENTS: ' 1 In accordance with City Ordinance, new or substantially remodeled buildings shall not be occupied until all work has been approved, and a Certificate of Occupancy has been issued by the Building Department. NOTE: THIS CARD MUST BE POSTED IN THE GARAGE OR TAPED TO AN CALL FOR INSPECTIONS WEEKDAYS: ACCESSIBLE WINDOW BEFORE CALLING FOR INSPECTIONS. 651/439 -4439 7:30 AM - 5:00 PM MAINTAIN THIS RECORD CARD UNTIL WORK IS COMPLETE. ____IL /75-rekE le __..e _ 7 - _ . : ele--A4 ,../e / %IV - - e ' P92(. �9U147 a 1.) die: ,� ,_S4 � . .� / C E� ,6....., /7 -/Y/ // e"---71 ii ./'/ / ' , i ,_, /-; / , / (F) s / - A° Lz -71--a ., ir 1-1( n U )\z_____ City of Oak Park Heights METER NO: 14168 North 57th Street ,••••\ PERMIT No.: 9900229 ak Park Heights, ITT 55082 -200 • 651/439 -4439 FAX: 651/439-0574 DATE ISSUED: 11/24/1999 Address :14405 55th St N PIN :04- 029 -20 -24 -0091 Legal Desc :Subdivision SWAGER BROS 6TH ADD :Lot 8 Block 3 Parcel Permit Type :Building Property Type :Residential - Other Than New Const. Construction Type :Additions Activity • Valuation 16000 Valuation $16,000.00 NOTE: CONSTRUCT PER APPROVED PLANS. MUST COMPLY WITH ALL MINNESOTA STATE BUILDING CODE REQUIREMENTS AND CITY ZONING ORDINANCES. SMOKE DETECTORS REQUIRED PER UNIFORM BUILDING CODE SECTION 310.9.1, CHECK ENCLOSED HANDOUT. THIS PERMIT IS BEING ISSUED FOR A FAMILY ROOM ADDITION. OWNER BUILDING PERMIT FEE UBC TABL $265.25 • Darin T s Kelly M Langness PLAN CHECK - BUILDING $172.41 14405 55th St N STATE SURCHARGE- BUILDING $8.00 Oak Park Heights, MN 55082- Total $445.66 APPLICANT DARIN T & KELLY M LANGNESS 14405 55th St N Oak Park Heights, MN 55082 - AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to : (1) the conditions of this permit; (2) the approval plans and specifications; (3) the applicable city approvals, Ordinances, and Codes; and, (4) the State Building Code. This permit is for only the work described, and does not grant permission for additional or related work which requires separate permits. This permit will expire and become null and void if work is not started within 180 days, or if work is suspended or abandoned for a period of 180 days any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the Minnesota State Building Code. SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. . , ... _., ' - ' CITY / ^ F - i/Se - --- 4-tatotle- ' .. r O AK P HELGHT N V ,., = , 14168 N. 57th Street • Box 2007.Oak Park Heights, MN 55082 • phone: (612) 439 -4439 • FAX 439 -0574 BUILDING PERMIT APPL • ON -, _ Owneg....infirt-, ,..-\ 1....4 T. Address i Li L10 S's gj "4 ... - / / • C i.e.. il/e) .4 Da, aw .44 . Ain . . mr, Phone 4.57- �.P9 • , ► License No. JOB ADDRESS - • WORK NUMBER STREET NEW A00 SIGN ALT'c3 REPAIR MOVE DEMOLISH /yea .5 - 5-4 , t/ , . I Oti FRONT or n AREA WIDTH SIDE or LENGTH OF type OF YA ^ vCr IN r_: i W FEET limn IN r= 1 No. OF ST ORI ES �T =EST. OCCUPANCY I VALUATION CC^UP LOAD 2- o 1 / I1I I v ) \-",.• PROPERTY DESCRIPTION 0 S - \ - DET O RE ., oz:e' b6cf< .I'd • ♦. i . _ r The applicant hereby agrees to do all work in accordance with the Ordinances of the Local Municipality, State Building Code and the requirements enforced by the City of Oak Park Heights Building Department. I further agree to notify the Building Official of each of the required inspections 24 hours in advance as noted on Inspection Record Card. Applicant Signature � f c _ -- �.�►: a.:1, : /L � i • _ FOR OFFICE USE ONLY Building Vahiation Permit Fees BASEMENT: City Building a(as.as tmfsaished City Plumbing finished City Mechanical MAIN FLOOR Plan Review 1 a. y I ADD. FLOORS - State Surcharge A.CA GARAGE Sign Permit DECKS City, Utility (meter) FIREPLACE qty, Connection MISC. Utility Inspection Metro SAC Investigation Fee Parks Charge Other Total tty Ca `d 1/4 a �� {!� gi-i7c/754 OvfSeOe A- = �� /,mi 5/v/2 e --- ..� Fortn Nti..58� W4RRANTY DEEDI ' _- blii+nesote Uu�b ",. cemroyessC(ne Blenkc(1178` ' ocv...o, nc° • - y„ (wdividu$l is) t Joint Te �4 _ 1 ' .,, • i __ _�� • >� Nq deliogiteittkitresatid tr » • tsii cat: - • '; �1b ',' 1 • ei 'e r l I • ; -j ' ; cf l Estsi tj� !Value i (, filed ( .110$ roc ited : . - F t 1 ; '• i .t. :, . - rid-, i y 1 :. J • • > - • • - Corti icatwti a VjaltieNo .. ;I i{, ' • ':i . , i I ' I ; • . f .• j •�S ,l"yL t 1 1.: : :, : , ..i . , , .. i i County A i.ltor t t b y 1 I D al 1 ' i : • :i STAI'F DE1::''i' • DAX DUE-UbtEON 4lI. : 1 � ! : • ' \ ' • : • " ; : : ; : 1: 1)ate:_ I_ _ 119 9b _ J • i. • re eree - rfor reeorrliil du ); — 7 'I FOR VtiijLtlABLE,CON81DLN:A'ffON, iIFraincas Q. Condon and "Mary 8•- • Condoa • ' I •' . • - ---4- • 1 Husband and 1i`fe • Grantor (s); • • +! ', I (marital =Pitt ' • I Darin : 11- L a ess and Kell )( La • ess • • i : • t • :; : • hereU� cpnt+eyi (s) and Warr liit (s) to � y, � 'I' • - : i .; : '' 1 i' ' I : ' • 1 ' Cranttesasjoint 'I tenants, i eal in 1 Vashiugton ; 1 County ,10 nnesota, descrilie(d as follows:. • ' ' i i ot; $,; Diode 3 Sii*GiR EROS 6th ADDITION, according to the plat • the ep£ oil: file and cif' ;• s )a office!.af •the' Registrar of Titles An and for Vashtma': { • Cotivnt .,:;Ilinnespta.I is , 1 i - I • > fEG t tat parlt of Lot Eig Eight ( p ), lying Easterly of the. follotrffng' tacrxbed, • • litre^ givr nfn th Sort least cjruer of said Lot Pght (8)!, thence' Sa{att.' 1 . 1 1`5 Ease;'15:9.05 feet1 ;to a plaint on the South line of said•Lat: Night I (8),•' • • •! : disitant $0.0 feat East of the Southwest corner of said 4E Lot ,pit (8),: alai I ' there ra;t.s,,Ating_I i 1 . - • k i i 1 1.(if n ore ' ace is needed, continue On laack1 • : : ' • • : ' ' • I1 .. together! with aF11 hereditaulcnts urn! mitirteniiii es belonging thereto, subject to'.Ute following lexoorttioros:: I. t I • • • riancis w. condo .' \(1is oerki •1 :1 : i•i;lm;. l lri,• I . : I Nary E. . ' . �,. sit -. • I' • S A'FL OT 'MTNN1�SOIA � . 1 ___ ; —__ • • • - COUN'ijl'. OF' ; Wash1i ton j: } 1 i The fpregoi�tg instrwirenw f -as aekno4vledgeti before me this ( day :o[ ' J 4 p t , ` 1 : • ; 19 96 1Pe tri+i'Y_ l:rmrinn l,gyl py)4 ..•14, .r {p • - ! • : by: !arrta' 7(at .� (' j ,J..1 1 j„t hr,e ' • i , ! j .. • I . ' • I • ) �� ,Gran s . • i ! j NRTARIA7' STA OA 9E A Ti tali OT Trr OR RA � � : . • .. .I ! i Si GNATUR F I'� TAXIING AC)LTtgWr.EDGiC1itIT ' I : I , 1 I T„ Slntem .. or tim deserltied n: W I1NtN ment annuli { - be rent to Unetwtan. - ' • . j . I - , • • I . k ,4 USUEtM • I . ,= i . , . C ame Jae 31 zed' j ell ' I14 . Eifpk�t - 4000. I Darin Lauguess y L'apj,uass! i} fries • ,s"„'."' "..— ..+,.....:.. r.. l �.- :._.::_.;.- ......... 14405 IIPPar 55th . St.:N. I trial-Row tog: WAS DI{AFT1Y) RY ( NADe6 ATI DA UDABS3) : Oak Park Heights $( 55082 ' . LebS et r.'.Cotiuty Ab co-. Inc. I • 1105g 3l esota st,: 1 ! I ' Lecetiee 56057. . • 1612- y 35 1 i7 686 ; i i • • , — LC ?4p(? -- 1 . . 1 1 1. - 1I • • - a l : -.1 . i . . • • ' tc 4SS SObk-4 /,.4C) . 5 )1/u■ ' A S:',1? V -:"' , k ri 1 l'i r'll'i C ' SO Vs! t ' Y tn/ : j 03 1 _ 1 I L I I , I I i . 1 — L I I 1 ‘E-- T \---- k -.---j\-' (S) _t sad ■ — ..-------. ) ___ic) , !tve I ) 1 --- H A? vatv N . 1 .,0,s.ecitozo s v; N'Ppt`4.4 3 wn 1 k)t :I_ li 1 --"Anol Is1415 ...4 tNa ataso5v , -,- 0 I — Li AA , tsfc‘ly GS -?)I ,„._. • ...1.1t4 at -- 1• . ,?, ci, ) 1.: E 1 91W ' AI VA1,111 1 ..S. c.. i -,- v — , — ( — I ) .1 1 -I – i , ot " ne bo a I 4 -I 1 --- - - -.-__ R - 3S TI , 6(...)/..A17101.1 - - ___ _ _ ____ 5/ " Sin. 4 fe-3<-k., ..,--- -- i -- ------ 'y -r r - Ha i I 1 5 6Got.,4krx P4 Yz." ,, tt•.T I-0 c.14- i4V6V1 i t4 ii , ›Itoitt.6.4.roctr -fa i' fl. , 1 _ - 7 C? &slave/ 0 II lett nia 12' ok-, • (1)______ t V 1 -- d!'' I VArvie. 81,44// If ... A A i\t) 1 w 1 1 1 POT; r ( 5) A 1 0 • 1 , q. ' Ser4a too} ; oat /2. ------ r .)-- ( ..- 1 I I i • - ' i 1 1 11 • S',:••'XIL /4 t r. " -- 1 * choce c. p.f-4 _v'. s 1Z-t. e.i °D)...4 ,:,..,„ , H-1-947 ._...... ..., . , . . . /•an, 5., 2000 4:54PM \AT4RHAEUSER ST PAUL No, 8258 P. 1/3 '0 e g.4 74 /1 4001 w - . . 5" x 11.875" 1.9E MicrbIlam® L TJ-Beamilf v5.42 Serial Number. 709046254 SEAMUSA 1111 1/512000 3:5313 PM Page 1 of 1 . Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLSi FOR THE APPLICATION AND LOADS LISTED • Member Slope: 0 Roof Slope: 5112 Overall Dimension 0 20' i r _ ,. — ..:-- .1.1 :-- • - I . 1 - • --- --• " _ __._ 111-1 41 N Li iL - .10. All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting SNOW Application. Tributary Load Width: 1' Loads(psf): 40 Live at 115% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION C9MMENT Uniform(plf) Floor(1.00) 0 BO 0 to 4' Adds to Point(lbs.) Snow(1.15) 1299 489 4' Adds to Point(lbs.) Snow(1.15) 1299 489 10 Adds to Uniform(plf) Snow(1.15) 0 80 10' to 12' 6" Adds to Point(lbs.) Snow(1.15) 650 244 12' 6" Adds to Point(lbs.) Snow(1.15) 650 244 15' 6" Adds to Uniform(plf) Snow(1.15) 0 80 15' 6" to 20' Adds to SUPPORTS: INPUT BEARING REACTIL.01 f...Q.) WIDTH LENGTH JUSTIFICATION LIVE./ DEAD/IrOTAL DETAIL OTHER 1 Column 5.25' 5.25" Left Face 812 / 530 / 13i42 Detail R1 2 Column 5.25" 5.25" Centered 3491 / 1787/278 Detail R7 3 TimberStrand® LSL 1.50" Hanger Right Face 528 / 469/ 998 Detail H5 - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1, R7, 115. HANGERS: Simpson Strong-Tie Connectors® 1 REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE 4CE TOP MEMBER Right Face IUT11 No No N/A N/A 19-N10 N/A 2-N10 DESIGN CONTROLS: i MAXIMUM DESIGN CONTROL CONTROL LOCATIIN Shear(lb) 2033 1862 4541 Passed(41 %) Lt. end pan 2 under Snow Roof loading Moment(ft-lb) 4062 4062 10263 Passed(40%) Rt. end pan 1 under Snow Roof loading Live Defl.(in) 0.076 0.484 Passed(U999+) MID Sp* 1 under Snow Roof ALTERNATE span loading Total Defl.(in) 0.104 0.646 Passed(U999+) MID Spar 1 under Snow Roof ALTERNATE span loading - Deflection Criteria: STANDARD(LL: L/240, TL:U180). 1 -'Bracing(Lu): All compression edges (top and bottom) must be braced at Z §" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. , - Design assumes adequate continuous lateral support of the compression eiige. • - The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Tris Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM Cfror • . design criteria and code accepted design values. The • specific product application, input design loads, and stated dimensions have i)een provided by the software This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technick representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the T M Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: UBC STILLWATER WEYERHAEUSER LANGNESS JOB ERIC ROLOFF 14450 55TH ST. 700 EMERALD ST. OAK PARK HGTS., MN ST. PAUL, MN 55114-1061 (651)645-0811 (651)645-9512 Copyright ft/ 1999 by Trus Joist MacMillan, a Smiled partnership, Boise, Idaho, USA TJ-Bearnm s a Trademark of Trus Joist MacMillan. Mierollarne and TimberStrand® are registered trademarks of TTUS Joist MacMillan. Simpson Strong-Tle Connectora is a registered trademark of Simpson Strong-Tie Company, Inc. • , i•Jan. 5:2000 4:54PM WPLUHAEUSER ST PAUL 4 No. 8258 P. 2/3 1 ,---, . C e Nwityr/ f laeavet - .../5" x 11.875" 1.9E Micrpllam® /L TJ-BearitTo v5.42 Serial Number 700046254 BEAMUSA 1111 1f5/2000 3:27:35 PM Page 1 of 1 Build Code: 104 . THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROL FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 20' .. ...... 1 ...- _ 11. 10 1111 '! 6 _... '- . .6- I Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Loa L Width: 10' Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(plf) Floor(1.00) 0 to 0 80 to 120 0 to 10 Adds to I Tapered(plf) Floor(1.00) 0 to 0 120 to 80 10' to 20' Adds to i SUPPORTS: INPUT BEARING REACTIONS(Ibs.) ' WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 1820 / 854 / 2674 Detail A3 1.25" LSL Rim 2 Column 5.25" 5.829" Centered 4844 / 2807 / 7651 Detail B3 3 Column 5.25" 4" Right Face 1820 / 854 / 2674 Detail A3 1.25" LSL Rim - See TJM SPECIFIER'S / BUILDERS GUIDES for detail(s): A3, B3. i - Bearing length requirement exceeds input at support(s) 2. Supplemental h4rdware is required to satisfy bearing requirements, I DESIGN CONTROLS: i MAXIMUM DESIGN CONTROL CONTROL LOCATI eql Shear(lb) 3825 3042 3948 Passed(77%) Rt. end San 1 under Floor loading Moment(ft-Ib) 7363 7363 8924 Passed(83%) Rt. end Span 1 under Floor loading Live Defl.(in) 0.141 0.323 Passed(L/825) MID Spar41 under Floor ALTERNATE span loading Total Defl.(in) 0.188 0.484 Passed(U617) MID Spari 1 under Floor ALTERNATE span loading - Deflection,Criteria: STANDARD(LL: L/360, TL:U240), t - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' el" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. I - The load conditions considered in this design include Alternate member lo4ding. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Triis Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM prodLict design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have 1peen provided by the software user. This output has not been reviewed by a TJM Associate. I - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PReIrmrT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the - 1 - 4M Residential productfisted above. . PROJECT INFORMATION OPERATOR INFORMATION: UBC STILLWATER WEYERHAEUSER LANGNESS JOB ERIC ROLOFF 14450 55TH ST. 700 EMERALD ST. OAK PARK HGTS., MN ST. PAUL, MN 55114-1061 (651)645-0811 (651)645-9512 Copyright 01599 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ-Pro m and TJ-Beamw trademarks of True Joist MacMillan. MicrollarnS is a registered trademark of Trus Joist MacMillan