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Permits - Permit# SP-2021-00041 - 4000 Sunset Drive - 4/1/2022 Lisa Thole To: City Clerk Subject: 4000 Sunset Dr-Revision Attachments: 20220324151647936.pdf Good afternoon, Please find the attachment 4000 Sunset Dr SP-2019-00041-03-17-2022 Changes due to Field Conditions document. A copy of the revision is on-site for future inspections. I will send the hard copy for your records also. Please feel free to contact me if you have any questions. Thank you, Lisa Thole Client Specialist MNSPECT, LLC, A SAFEbuilt Company Helping You Comply With The Code 235 First Street West Waconia, MN 55387 Office: 952-442-7520 Email: (thole a.mnspect.com 1 Larson Engineering,Inc. 3524 Labore Road White Bear Lake,MN 55110-5100 651.481.9120 Fax: 651.481.9201 www.larsonengr.com 5 Larson Bedroom Addition 4000 Sunset Drive Spring Park, Minnesota Plans & Sections Prepared for Joey Cheney Spring Park, MN I hereby certify that this plan, specification, or report was Prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name Kerry Rauschendorfer Signature 4_ 0,44, Date March 18, 2022 License#45840 A 03-17-2022 Changes due to Field Conditions Larson Engineering, Inc. Minnesota Office Project Number 11190789.000 ©2019 Larson Engineering,Inc.All rights reserved. /2\03-17-2022 Changes due to Field Conditions Larson Engineering,Inc. 3524 Labore Road White Bear Lake,MN 55110-5126 651.481.9120 Fax: 651.481.9201 www.larsonengr.com 5 Larson Design Criteria Project Information: Project: Bedroom Addition Project Location: 4000 Sunset Drive, Spring Park, MN Project Number: 11190789.000 Building Code Used For Design: Minnesota Residential Cod•, 2020 Edition. (IRC 2018) / G Load Criteria 1. The design of the wood, concrete, and connections are based on a maximum roof snow load of 35 PSF and an occupancy live load of 40 PSF.All footings shall bear on natural undisturbed soil or on compacted granular fill. In lieu of soil borings, footings have been designed for a maximum soil bearing pressure of 1500 PSF. It is the responsibility of others to verify that bearing capacity. Notes: 1. Dimensional lumber shall be SPF No. 2 or better, UNO. See IRC Table R602.3 for fastening schedule. 2. In addition to these drawings, all structural provisions of the Minnesota Residential Code shall be followed. 3. The drawings represent the finished structure. All means and methods not explicitly addressed are by the contractor. 4. All wood in direct contact with concrete, earth, or weathering shall be treated. 5. Refer to architectural drawings for dimensions. 6. The intent of these drawings are primarily to provide structural information that may be outside the scope of conventional residential construction.Additional structural information may be found in architectural plans and should be followed. If any discrepancies are noted, they should be brought to the architects and engineers attention prior to construction. • /2\03-17-2022 Changes due to Field Conditions Bedroom Addition 4000 Sunset Drive,Spring Park,MN 7. All steel in contact with treated wood(connectors,joist hangers, nails, bolts, etc.) shall be stainless steel or galvanized. 8. Concrete work shall conform to all requirements of ACI 301. Concrete shall be air entrained with a strength of f'c= 5,000 psi. 9. Steel reinforcement shall meet the requirements of ASTM A615, (Fy = 60 ksi). Reinforcement lap splices shall be 60 bar diameters, unless noted otherwise. 10. The contractor shall verify, field check, all sizes, dimensions, elevations, locations, etc. of elements of the existing construction which are relative to new construction. 11. The contractor shall properly brace the structure during construction. 12. Simpson products called out herein may be replaced with USP or similar of equal or treater ca.aci . 13 Engineered lumber shall have the following minimum properties: A. Laminated Veneer Lumber(LVL): Allowable bending stress, Fb = 2,600 PSI (beams) Allowable shear stress, Fv=285 PSI (beams) Modulus of elasticity, E = 1,900,000 PSI (beams) B. Multi-ply members shall be fastened together according to manufacturer's recommendations, unless noted otherwise on plans. 14. All post-installed anchors shall be as noted on drawings and shall be installed in accordance with the manufacturer's printed installation instructions and ICC evaluation reports corresponding to that anchor. 5 Larson II 11190789.000 • • Larson Engineering,Inc. SUBJECT CONDp RE.AdO✓I4riOti.S SHEET NO. 1 OF 12 3524 Lahore Road LOE7© SO n>S E-r ,a2 II UF_ PROJECT NO. l 1" / 1l `fa 78 ? White Bear Lake,MN 55110-5126 651.481.9120 Fax:651.481.9201 '.3 pK 1xJC7 Pi' p 1G / /�' BY Zb. DATE (,/47a/✓7. 5www.larsonengr.com /� CHECKED BY: Larson/2\03-17-2022 Changes due to Field Conditions Ate\ tEv. 4-1 <L/s f 1 g 7 J.' sere A , ,,, „it in a' 0 d , #4BENB. ' . 9i 16 A } { a \ I i T L , I I ,. A 0,4 j 10'-3" ;o �I Note 1 ' I__ aimmoommiIv14 I CLv NOOSE iaU, r — I 1 4 41 J U IS,iv I. *, ' 0 ' 1.i-) I. 1 (IN : o a ' 1 Al •4 111Rac ................mar,yip I , . I i Vs a piroaapllW ap �' + co I T , t a 3 = W > it 1. � o._ N J _Oa rn . O0 -CI- v o•o�' 8_ °° w Q t '�' 'a fo a (f l p �. w p y �k .� 4. .9 E.- a 1,1) I 1 ; k Y cC at O�0 1 g v t in o E �J tl btL c - ,_1� x o E ��/11 N Vt o„ 0 a)In aa) W m y • a X a o in `1 y) N xy oc I . WD I- 14 � mry Cl- 3 ./ X � x1l iha - _ �� I- 1 ° w iaal8 o N 14 N-h• io'R = E O - 0 . a)il o T z in E -a (Dd=° toO Z t x r H it.a INi CO`x° J µ -•> my E. rno=2 o:� - `0-5 1 } v 3tq 8 U V 0 0 o WT tL INi� z dw oQ ap a — .. .. . _ 4 .....m. _ 4i, fliI * - Co�Li I toraG ,,,5{oop.., I stye `- IL — • Larson Engineering,Inc. SUBJECT CoNao R,E ✓"-n'oA's SHEET NO. 2 OF 12 3524LaborsRoad 1000 ,50NSFr ,iviervc" PROJECT NO. iI"// `4)7a7 White Bear Lake,MN 55110-5126 f 651.481.9120 Fax:651.481.9201 S/P2iNG-? /-fr4RK., MN BY 17. DATE 6/2d/r 1 www.larsonengr.com CHECKED BY: 5 Larson n 03-17-2022 Changes due to Field Conditions /A if2.6 V.i ! /Z/t//t A a _ I 1 III 1 11111111111.111111111111 p O Si' zo u_ T o N 2 to 1, Wo I A, I C3 (Above) 41) I 4 � 10 r v z�y � Nis 1 ` i©'I II ' ® Cont. LVL Beam ' C2 (Below) of ----- Below) ° L (E) zxy STUD PNT , i(s" O.t. SEC "n>t. / -10'-10" / L a • • Co ui.....__3 • 4101 I � _ _. _____ _ __ _ __ ________ ____ _ a,, i ___ _ ,_ ', grant n- 1 1 m�� „ 1 l Sr001 1 1 . Larson Engineering,Inc. SUBJECT CO/"Jbo /2e/Lpii#4710A-2--S SHEET NO, 3 OF 1 2 3524 Labore Road c%CTD s0^)5X r a.+'ive— PROJECT NO. I l_11 07a? White Bear Lake,MN 55110-5126 651.481.9120 Fax:651.481.9201 &i-'AiC7 p/4! -Y- ,/V A BY te-:.r. DATE 6j86,7 www.larsonengr.com CHECKED BY: 5 Larson 2 03-17-2022 Changes due to Field Conditions a, t./ laiviry `A GO 2 X9 S7 PAS T y 9, A .... /1 Z. pi 8 x 65) sif -ArNiNt, it ' k Ni cur (0 Tv,srs p,S A XeCet) A►,n AiJe, \ O gg�yOM NE6 SiHPSp�� Z L� ;O /tIFNC7 Ei 0 o " C4 Column 2 'r /N o � ,•=6"(.1) gm, _ _ 1 I _.7—": NM A y 0 I \ PA2 o! v -1 v► Cs 0 % i Y K -0 4 I X 2 iii /(\ i 1-4. V __,_______ri.---k7.7.--NDI- II I ) _ � . 11 1i • . Larson Engineering,Inc. SUBJECT COlvtlo P'NDv p-To-A-1S SHEET NO. 4 OF 12 3524 Labore Road J r Ve White Bear Lake,MN 55110-5126 �p � ` '� j PROJECT NO. 11 -DV 651.481.9120 Fax:651.481.9201 zpoliJ` P , A/W BY "b DATE ,.4/?a 7 www.larsonengr.com CHECKED BY: 5 Larson /2\03-17-2022 Changes due to Field Conditions REV.-A1 /2/q/!'t (2) 2x4 Brg. Studs (a) 1----- I „._ 1 -- --I'S/ \----- I _ (E.) 2x6 Ceiling Joists @ 16" o.c. m (A N CI CO �1 N N T X N N d A SE3 1.1111111.11111 (E.) 2x6 Ceiling z Joists @ 16" o.c. E.1 Q SEC i ..." -II G a ` ®-_•v as t (4------11-\ i E + , m (n 4 ;` l r N X N v S--§ 1 / ,F, Na ,► F 1244NjF ikiIP'EA- i vE — i4-f 2' ' 0',G I i , (2) 2x4 Brg. Studs ' • lI - I LL /4 I , Larson Engineering,Inc. SUBJECT c o ti» Q eNavrfTto.p..s SHEET NO. 5 OF 12 3524 Labors Road y08U S4,/4-/Sg 7 ,UJeI v6 PROJECT NO. 1,- 19 -07aT White Bear Lake,MN 55110-5126 651.481.9120 Fax:651.481.9201 P 'NG. Pr4-IzK- / M�1 BY bf2."b DATE 4/24:2,//f www.larsonengr.com CHECKED BY: 5 Larson /2\03-17-2022 Changes due to Field Conditions /OorF (, g it'.E:" .C)anr+eIL) AL.t.. Uti11S'err+ FOorsos-1 els To 144'/ S-'-a mow) .s c.)t- f EA_ OLv MN SEE RAJ)) - [r r-L 00d- TOr5 J't SNCATH/�G PLgN� Tit' 1. _ GO gLac►t , .70.5.r J speNce (5-'- 1 ,SOLID leE )✓` I 1 [' Lac vr^' E"e PLI�N ( E E Ptrl co t-uli.,_____----------- N`"' i se (5E f=?VAN) 1=' 1 0 1I1=iIi iN i'; \• =III Ar f Rough up edge of ° Bent Bars, existing footing prior M , A 7-- See Plan to pouring new section of footing. ` ' illir ''',7:,•:: ----lic- oar/ fie Rr cam- — 17( SEE 6" PLAN Embed. ESFGTro'.) 3/N11. /r-o ' Larson Engineering,Inc. SUBJECT L'ONbO ieEAcO✓1Q-q-r1►-^1 SHEET NO. 6 OF 12 3524 Labore Road `1f 7O SUN 5F_T 2i2-ttiE PROJECT NO. // / '-4)lea White Bear Lake,MN 55110-5126 �� 651.481.9120 Fax:651.481.9201 fi -z Rre i ,`' BY .D 4P-6 DATE e,,`?aPf www.larsonengr.com CHECKED BY: 5 Larson r - .e„,....„._.__/__,_,____1NNNcot..—Cse.e e tR..) if &Lac td- , AA v- o SNF_ATy.n+O To i S Wt� Sou 10 r� �, (S bi• llF E Pl-Pr/O e06VM N (-r"-' ' 5.7 G77o..J • Larson Engineering,Inc. SUBJECT COJUt�p 4..ENOVs4.77Ga,4.) SHEET NO. 7 )OF 12 3524 Labore Road IICk9Co .>UN'.ET PitUg PROJECT NO. �!"/I�'� White Bear Lake.MN 55110-5126 651.481.9120 Fax:651.481.9201 -SPK I ue7 Pl - K ,"-►N BY be! DATE 61r4/1 www.larsonengr.com CHECKED BY: 5 Larson X 1 'X i (E) .+C �FT,Ple I 1 4)11 ' . . if i — .— . . I12.S TIS-S $fA►^ AT r-_f►clf (SEEPt.�N i FTJ-tt TIE C r0{,uMt) (56-e pe.,)k)) ( 5Ef/ 04 1\ 7 /I 3/NI' _ "-op • • Larson Engineering,Inc. SUBJECT (70 N it O ' .09-1 40-4 SHEET NO. 8 OF 12 3524 Labore Road WOO SvA,,‘F r DE'LIE PROJECT NO. 1 d" /.9-6 21 4) White Bear Lake,MN 55110-5126 651.481.9120 Fax:651.481.9201 `''r'il r"47 PA it f' , . BY L1e b DATE 4 ''a '2' ' www.larsonengr.com CHECKED BY: 5 Larson / ( F ?LP' i t7) 16d Ni4,c.5 Rfic'b 0ti1 EAGtt .F ace' 0 P LA-la hop AS ga-010. _IL • .S 1 M PS N /t?.S 7,7}7 —_ Tim I /r-- W4rrpe i iTIE I �C�M , 1\\..„....._4j sELTim.r' , 3/4 ! ' P-a MOB F_ v A( l'ig-L(}4✓ . Larson Engineering,Inc. SUBJECT co pD see.mi✓A4T' ' SHEET NO. 9 OF 12 3524 Labors Road 400O S JA.I E' t WE. PROJECT NO. �� �� " O White Bear Lake, 5511 651.481.9120 Fax::651.481.9201 1.9201 j�p)kit-, i"AE}K.IC , r' BY DK .1 , DATE t't0Il s fi www.larsonengr.com CHECKED BY: 5 Larson a,.„ 41/ /2--t—/? —a 'f4r~ /,"c".t. _____ 9" 14 u I (Z i AAS ,, � arfoT Pir /6 C9. �• Aloe. 5P+4tE �Nah :• ii,.uig in Cr�3o s 2 O'CIP • lCJ T+cr IIt.ese,NC7 -I �a- �,� cr•tE gGAtTd W rt�y —� aci Y.,L� / d 7=rTX i r•n �tT . ,, - ANS�sr r�SL=yWit tia° MRsAT 16ve'�`A /$ r N�o e)rt n�Gs Frew,oArAo .� M Q 1,_+Air. SET X`T3tfES/VT_ v�RErNF J FOVND/tTrO� • \ VC LIG \ teAAIAl. ,) FTC-T C-1) SC77o N /; • Larson Engineering,Inc. SUBJECT G0/4-41)0 2_aEti 4- •'"S SHEET NO. 10 OOFF 12 3524 Labore Road G/QQc 1.4.8 rf /"f• PROJECT NO. II ' /7 —C>78 7 White Bear Lake, :6N 5 481.9126 01 Giu�� RAek M' BY ?r-.b DATE fki '� � 651.481.9120 Fax:651.481.9201 `� / www.larsonengr.com CHECKED BY: 5 Larson 2 03-17-2022 Changes due to Field Conditions /k $V */ /2/fA r DE TA-it- A-ID t'. e NOT 0.., USED in IL `•t I_ 2 A • \- IIIIIIIILVI e I �; Z vt 1s: _.. it C ' O i',� `0 4 . i, ., , Q 4 to j V Larson Engineering,Inc. SUBJECT Condo Renovation SHEET NO. 1 1 OF 12 3524 Labore Road 4000 Sunset Drive • White Bear Lake,MN 55110-5126 PROJECT NO. 1 1 19-0789 651.481.9120 Fax.651.481.9201 Spring Park, MN BY KDR DATE 3/17/2022 www.larsonengr.com 5 CHECKED B_Y Lar e _ _ 2 03-17-2022 Change \ Ro Sh�Ol 'AI due to Field {E, Flour�0 g or- J QI,+tJ \J Conditions . A r • r 4 K\EW T.SKitil.) I i ',1 'I I 1.-.V )- 1)0 5t W\to 441 SSE kk-P41 - oxS Col. 1 GKptD _ ': 5.5" t 1 NET- Zase., See 1).\All it F t,t1�lLk.= Ill = '6 - • 1 Its=1til = tl l - llR= ll\ --ll l = V1 ' - - __ -kIV --- 11I Cti�- 111= i‘ � � - • ,_t.t � lit = CAVIc, 1)ieV', See ' 0.Y1 — .‘: .4_,./- zo 2 _� _ A . . 7FT-G.) C* .c._ Q LPti.l L ; n • t ,r t /,� _ - O —_ • - -— 3 �lr• ` / -4--- See_ K .Larson Engineering,Inc. SUBJECT Cc2 NbD AN ,VA CNt SHEET NO. 12 OF 12 3524 Labore Road White Bear Lake,MN 55110-5126 A-OOD SASSe:t rive_. PROJECT NO. 1119' O7 .1 651 481.9120 Fax.651.481.9201 �'1c! A Poo-V.t M tJ BY -- DATE /1 %22� www.larsonengr.com �� 5Larson �03-17-2022 Changes due t• l- -Id Condi s aokit Sc ` t s - _ f-+ Ft_avta.mac , A r clne.eckiktvli`e0 S 'E.. P t***14°1 i 1 • I ,T ... 4.7 7 1- li __I:1:s 1 ,s • a R _ f . . i 7 . 1 --)_ , 13/We/r-AEJ 1. °5 - 64/1) NE.kfu Feet IAA 1 • X S ,..iN I (f<')COW"! Ilt'eir't -C.T V144"\ s. lik • L -- . . . . >,