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1146 Tiffany Cir S - Foundation Support Permit#94555L E WITH RQTS-$' $4fpL-4 CA -T 1 e /J Duffy Engineering & Associates, Inc. 350 Highway 10 South, Suite 101 Saint Cloud, MF4 56304 Ph: (320) 259-6575 Fax: (320) 259-6991 Email: mail @ du env() Attention: Kendra ax Cover Sheet From: Ryan Seavert, PE Phone: 1-800-795-1204 e 24, 2010 Fax: 507-356-6021 Number a Page Real ll+ Project No.: 10178 ADDITIONAL INFORMATION O rz-d& 61 pushpiers for 1146 Tiffan e Eagan, MN RE: Foundation Support We have reviewed your proposed push pier faundation reinfor d certify that the piers will provide adequate support for the existing wall. 1 have also done a review of the installation log and approve e installanon, specii alien I hby certify plan, or rQpooat was prepared by rr that or underthis my rlirect suPervisiond That 1 am a duly licensed Professional Engineer under the haus of the StateotMinn: eta; 110 No. 41971 LABELS: CONTRACTOR WILL: CUSTOMER WILL: ADDITIONAL NOTES: 14 evis Back PP 8 Signature Date PP P Porch P PP SPECIFICATIONS: 1. Install Foundation Supportworks piers every 5' to stabilize arxi possiby lift foundation. If additional pier(s) are needed ter excavation, homeowner will be consulted and expected to pay for them. For depths over 60', see P'iering Addendum for any additional charges. PERM INCLUDED. If needed or wanted, the customer will need to pay for any or both of these. ENGINEER STAMP CHARGES NOT PAGE 2 OF 4 k. 7 e � � - oft 2 0.0 03 • fst 4- • vo 0 U. ly » q O a 0 0 4 0 £. ba 44+ as • 0 0± 0. $ ¥ 2 q q 0 w k\ 3 k » 0 E to U 0 0- 4, Ll a d.� O ti 1 a to : Y to a a 4 , 00 Q O LL , 01 t (0 N sf' e-1 h h N O H N O '-4 O e-1 M c-4 M M ei M LO ' d' t0 ei L4) 01 ei LA 4 0 ei N N t0 N LO N N t0 U1 N h Ln N h 00 N 00 N 00 co 00 N 00 c-4 M 0► m ei M 0n M ' - 4 M 0 0 h m c-4 .-i h M h M d 0 . O M 00 M c-1 M V M N c.4 to —4 e-t 00 e-4 rn 00 e-i N to N 00 t0 c N M tD e-4 Ln 00 h e-4 e-4 00 03 00 111 00 e4 H 4 0. 0 a 0. 0 O 00 at O .0 0 To 0 . ZIO 0i 00 O s a. 0 Y 00 0. 7 N d 0. .J 0) v c c 0 O 0 4 0) U • CU j v a o0 O O LL NMI r-I H N H O e-I • 0 H N O H N M m H M 4 C --ti m H m 0 3 00 H d H an 01 e-i t!f 01 u1 N 1.0 N 00 N t0 Ln N N U1 N Air 00 N CO CO 00 r-i m rn m 01 e 1 m 01 d m O M O M 0 H e rn H N M H H o H V m . H m H m d H H 1 kra d 1l) H H U) 00 e-I 0 H N Ln tn N H U1 H CO H CO U1 00 0 LL H c 0) E 0) . L 0) a 23 0 O a 0. u 0 N 00 0 LL n. a 0) 00 !0 O LL o_ 0) 0 (0 O • to i 0 L° 4, a. a f0 1 0) s 0) 0.