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Home My WebLink AboutSchnable Foundations Design CalculationsSEP 16 2004 17:06 FR 3038256403 TO 919704771215 P.02i20 a ' DESIGN CALCULATIONS Submitted to: Shaw Construction for: Vaal Plaza Hotel NAIL, COLORADO by: SCHNABEL FOUNDATION COMPANY Job No. 07 -3625 August 25, 2004 John A. Franceski COLORADO P.E. # 28034 Schnabel FOUNDATION COMPANY SEP 16 2004 17:06 FR 3038256403 TO 919704771215 P.03i20 Sc�� Calculation Sheets 1FOL;NDA'>< ON COMPANY Project Aiz 21EZA Contract No. 07' 3 G z Location �%}'4 Sheet No 1ENZOW -. /Fnnineer x C � 1�10-��— � — Date 0- z 1. o4. Architect _..�..._ General Contractor 5�4K� &1J$7-AWZ�r1_1ayL By . 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 19 19 20 21 22 23 24 25 26 27 2a 29 30 31 'a2 1 �. 2 3 LOADING CONDITIONS — HINGED SUPPORT ASSUMED AT EACH BRACE OR TIEBACK EXCEPT TOP TIER ' -- HINGED SUPPORT ASSUMED AT SUBGRADE —.SYSTEM IS FREE — DRAINING (NO HYDROSTATIC PRESSURE) — LOADING DIAGRAM INCLUDES SURCHARGE FOR TRAFFIC AND NORMAL CONSTRUCTION LOADS (HEAVY LOADS SUCH AS CRANES NOT INCLUDED) ' WHERE APPLICABLE, UP TO 33% REDUCTION MAY HE TAKEN IN SOLDIER BEAM MOMENTS 3 PER: FOUNDATION ENGINEERING; PECK, HANSON do THORNBURN; 1974; pp — 453 -463 3 — ALL ANCHORS TO BE LOCATED BEHIND FAILURE PLANE AS FOLLOWS ) f 3 { i i 3 3 i — VALUES SHOWN IN THE CALCULATIONS ARE TAKEN FROM A COMPUTER PRINTOUT — ONLY THE CRITICAL MOMENT IS SHOWN IN THE CALCULATIONS — ALLOWABLE BENDING STRESS FOR STEEL ^ 0.66Fy SINCE FLANGES ARE FULLY SUPPORTED IN THE PLANE OF BENDING 4GTH BEYOND kN E I i 4 i i z SEP 16 2004 17:06 FR 3038256403 TO 919704771215 P.04/20 Schnabel Calculation Sheets FOUNDATION COMPANY Project Contract No. 0"1 -B�zs sa+ Location Sheet No 2- Architect/Engineer Date General Contractor By 1 2 3 4 5 6 7 a 9 10 11 12 1$ 14 15 16 17 18 19 20 21 22 23 24 25 25 27 26 29 30 31 32 GOADING DIAGRAM FOR ONE—TIER TIED B C SHEETING: H1 H2 M1 MM1 .2H .6H .2H H EXISTING GRAbE (TYP.) H = HEIGHT OF SOIL IN FEET H1 = DEPTH TO TIEBACK IN FEET H2 = DEPTH FROM TIEBACK TO SUBGRADE IN FEET 81 = HORIZONTAL TIEBACK LOAD IN KIPS /FT MM1 = SOLDIER AIIMM BEAM MOMENT BEEAM MiOMENTCBETWEEN� /� TIEBACK AND SUBGRADE IN K —FT /FT OF EXCAVATION LOAD INTENSITY INCLUDES SURCHARGE DUE TO Pr.025H NORMAL CONSTRUCTION LOADS, AND TRAFFIC r SEP 16 2004 17:06 FR 3035256403 TO 919704771215 P.05i20 1 r I SC bet Calculation Sheets FOUNDAMN COtimA.Ny Project - Contract No. o7' 34P2 s Location Sheet No. 3 Architect/Engineer Date a • 2i • o4 General Contractor SY sc"-ml 19F:v 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15, 16 17 16 19 20 21 22 23 24 25 26 27 28 29 39 31 32 2 3 i i l i s LOADING DIAGRAM FOR TWt)_- IIC4 TIED BACK SHEETING: H1 M] B1 MM1 HZ MM2 .2H .6H .2H EXISTING GRADE (TYP.) H = HEIGHT OF SOIL IN FEET s H1 = DEPTH TO FIRST TIEBACK IN FEET H2 = DEPTH FROM FIRST TIEBACK TO SECOND TIEBACK IN FEET B7 HORIZONTAL/FIRST TIEBACK LOAD IN KIPS /FT 82 = HORIZONTAL/SECOND TIEBACK LOAD IN KIPS FT M1 SOLDIER BEAM MOMENT AT TIEBACK IN K— /FT MM1 = MAXIMUM SOLDIER BEAM MOMENT BETWEEN FIRST TIEBACK AND SECOND TIEBACK IN K —FT/FT MM2 = MAXIMUM SOLDIER BEAM MOMENT BETWEEN SECOND TIEBACK AND SUBGRAOE IN K —FT /FT RESULTS SHOWN IN CALCULATIONS ARE FROM A COMPUTER PROGRAM PRINTOUT OF EXCAVATION LOAD INTENSITY INCLUDES SURCHARGE DUE TO P =.025H NORMAL CONSTRUCTION LOADS, AND TRAFFIC i L � SEP 16 2004 17:06 FR 3038256403 TO 919704771215 P.06i20 Schnabel Calculation Sheets FOUNDATION COMPANY Project Contract No- 6i -43(-259 Location Sheet No - 4- Architect/Engineer Date ' ai o4 General Contractor By -• - [ 2 1 a j r> 5 I' I; !:: it ! I, _ __ ?' _ esf4-5j5 Ali } � � � si z � 14 /o, 57 zo. �7 ,k�, X �CJ'QG x of 2- Ir: x /a'a L X /10 s x p' _= 4J5E / �Ab 150 34,4— az. /Z. fj 3 x 40. X y ,,a SEP 16 2004 17:06 FR 3038256403 TO 919704771215 P.07i20 Schnabel Calculation Sheets FOUNDATION COMPANY Project Contract No. Location Sheet No Architect/Engineer Date 0+ General Contractor BY I - A 7ffE5 LJVs-,7"f 4, y�� 4u/7% Z - Z 6AIza,L,a tP[-' / 7 7W- - 5 140,Z i Jv- � �?Lj 4r Or-- '7VP D 5f40rzIq � �F�S 00,111 W qoe— ) i i1�i�e � U2afd02Lv 45 IN 4 1 1-12- x dsX a ~✓J x /a' o. e- x '��y Zo ,- A4 1 Zo'. JOE ��Sd �7ca Sy�tA -t� . SEP 16 2004 17:06 FR DEPTH (M D — '6 10 Max. 15 20 25 30 35 40 46 50 3038256403 TO 919704771215 P.08i20 VAIL PLAZA HOTEL VILLAC;E INN PLAZA PARKING 2 3 .4 _ 5 > Pressure (1.0E -09 k3o 1 0.0904 0.0764 0.0561 4.0395 i 0.0279 0.02 0.0146 0.0109 0.0084 7�TA� Gcq /7 .74 x . / -i. o¢ Max. Pressure: = 0.0904 ksf 55 L Z(R1 I at depfh : =9.6 A <Lpresa Copyright by CMLTFCH SOFTWARE T@1425-453-M8 Fax 425. 463.584@ www.civlliech.com Licensed to Todd L. Duncan Schnabel Foundation Co. Date & Time: 8/22/04 10:29:48 AM File Name: The Height of Wall:= 24 Flexible Wall -- The wall is perfectly flexible, or the surcharge load is applied before the wall is costructed. Max. Pressure:= 0. 0904 (ksf) at depth : =9.6(ft) X Width Strip Load 15.0 2.0 3.5 Depth Is measured from top of the well Pressure: kef Length: ft Force: kip SEP 16 2004 17:06 FR 3038256403 TO 919704771215 P.09i20 Schnabel Calculation Sheets FOUNDATION COMPANY Project Contract No. 0 73l0 2 Location Sheet No % Architect/Engineer - Date General Contractor By I 3 .2. -;r* Z-4Sa 1-3 V7— n,,5 3 aoE Z - 1 �;a7-v / cF � i r DLIV, 1A Cr / 2- II In-in z /7-3 la /0 . a-5 X i.2- /z•3 I �r 17• 13,.. X 15 'O.0 x/ Z 3 5 V4 / 4 x 77--z 1� �w r / ✓r ' 7>-1'T/ tt T� G J 2. 3 h •S x G 03 70 ° Ae- G5_41r i3iari..er 3 "V r—!;,— Ly -2- /0' . L,4 s zo A :I SEP 16 2004 17 06 FR 3038256403 TO 919704771215 VAIL PLAZA HOTEL VILLAGE INN PLAZA RESIDENTIAL P. 10/20 07� 3lvZ� g DEPTH (ft) 0 f 2 4 5 Pressure (f.0E - -01 ks1) 6 Max. 0.2763 10 — f5 .. ;0.0295 0,1825 20 _ 7 25 i — r�iA4- LOAD _ � ' x 30 35 � 40 -- 0.0183 45 — 0.0121 50 55 — 0.0083 60 0.006 e5 — 0.0044 75 — Max. Pressure. = 0.2763 ksf z(ft) at depth :=6.8 ft tLprw, Copyright by CMLTE& SOFTWARE 761425453 -6488 Fax 425.453 -5848 www.eivittech.com Licensed to Todd L. Duncan Sohn abel Foundation Co. Date & Time: 8/22/0410 :34 :27 AM File Nanne:C:1SHORINGWI- PU24G.LPS The Height of Wall:= 34 Flexible Wall -- The wall is perfectly flexible, or the surcharge load is applied before the wall is costructed. Max. Pressure:=0.2763(ksf) at depth :=6.8(ft) x Width Strip Load 10.0 4.0 4.0 Depth Is measured from top of the wall Pressure: ksf Length: ft Force: kip ol2yf� 3�� ¢) 2- SEP 16 2004 17 06 FR 3038256403 TO 919704771215 P.11i20 qehnobe Calculation Sheets FOUNDATION COMPANY Project Location Architect/Engineer General Contractor _ 3 12- ! �f Contract No. e�7- 3 &2-q- Sheet No Date �g-x -/• o4, By �p2/� -� Dal G.vN� crJ Gpw�iuCts S .�C- �liNn.+�- ►42.� :H� Z. �� t[lvvD tA�-J 34.RD&6 OV# Ai / J-i awn 1S 7'0 -3z), /3 G*^1 ] 75 r ¢ �y 'Spl -7Jlc: -fit 15 A- �E5 /Co ryy Iai•(o4 k /p /P.G k l� uS� 2 ��/ /� x � � �.�}K. 70• � IN a T /ga7'��J`C � r/JdC 17a/ea 0 / e r 4a+ .6" SEP 16 2004 17 06 FR 3038256403 TO 919704771215 P.12i20 • Schnabel Calculation Sheets FOUNDATION COMPANY Project Contract No. Q-1-34oz5L Location Sheet No /n Architect/Engineer Date 7-/• D4 General Contractor I ' 4� 3 -I.,9 -7 ¢ - -1 a tri i z L -A '.i 2 ., v /a c ^N R--z4 -1-41 5 I5 � 3 LErJ,e•L cc� X71,1 ar,1E AVID /S 1 2� � �sS � - �•l�.. l la �� Lam; r IF' L41 = Ito' 452- 2-77 �s �..b zy.7 x �'0 -c x 1z -3 4 to � �s•� �v,� ~4 -��.� - saw. e s8�•>> "I-i a-2,4cx ,s i r.4 0 -x .L. asp 3tvi •(o" 57 SEP 16 2004 17 06 FR DEPTH (ft) 0 8 ! Max. r- i 10 �-- zo I—• i 25 �- I 30 1...- 3038256403 TO 919704771215 P.13i20 0-/- 5 &zs- VAIL PLAZA HOTEL VILLAGE INN PLAZA PH IV Pressure (1.06 -01 kso + Z �) 9zL /Lj5 Max, Pressure: = 0,4148 ksf 2(h) v at depth : =4.71t <Lpres> Copyright by CIVILTECH SOFTWARE Te1425.453 -8488 FuX 425 - 4535848 www.civ;itech.com Licensed to Todd L. Duncan Schnabel Foundation Co. Date & Time: 8/22/04 12 :41:58 PM File Name:C:ISH0RINGIVLPLZ34R.LPS The Height of Wall:= 13 Flexible Wall -- The wall is perfectly flexible, or the surcharge load is applied before the wall is costructed. Max. Pressure:= 0.4148(ksf) at depth := 4.7(ft) X Width Strip Load 6.0 4.0 4.0 Depth Is measured from top of ngth the wall Pressure: ksf Le: ft Force: kip 5 ale G*lAre6r; 1/k .37- 5 . �z� SEP 16 2004 17 07 FR 3038256403 TO 919704771215 P.14i20 Schnabel Calculation Sheets FOUNDATION COMPANY Project Contract NO.07 - 'Na?5 Location Sheet No, , /z Architect/Engineer pate -I-/• o¢ General Contractor By - r is i / 6J, /141 e- J. M✓ /2L4 Z,+ ,Q i Tel ,2 s A-a C At`S T Wk A. 5-�- �►� ,, A."IIp- -To ,4,-'r� . 6 & L:D t 0n- —,,AAA � I V � 54.,� hs *S k cry 3 -E A (Ott 4 S% SEP 16 2004 17:07 FR 3038256403 TO 919704771215 P.15/20 Schnabel Calculation Sheets FOUNDATION COMPANY Project Contract No. 0 z5- Location Sheet No / 3 Architect/Engineer Date General Contractor SY 1 .. L, AOrz. 14 = 2 e.' w/ -,q /n _ 14.02- v5 2 VV/ Y Z SEP 16 2004 17:07 FR 3038256403 TO 919704771215 P.16i20 Schnabel Calculation Sheets FOUNDATION COMPANY Contract No. e-1- 3&Z -5- Project Sheet No- 14-- -. Location Architect/Engineer pate 9,;2/. °4- General Contractor By -• �r — — I 27 II _ 32 5�� - �Gi.a•z x �o' x iz ,: 3 - 1c�7 f ✓ J Dg"IjoV �` 2- yc /Q•oG x lGpS ?.D� Sr39��s9 30 A-- v5� '¢ • Ge" Y" �7- LN..._�... /2- •' Z� 7J(.• c /2. Z v /O',o.e- I. b /0/- ! o Z U 3� /� r74. Co 117- _ SEP 16 2004 17:07 FR 3038256403 TO 919704771215 P.17/20 Schnabel Calculation Sheets FOUNDATION COMPANY Project Contract No. ZS Location Sheet No �5 Architect/Engineer Date •Z-J ¢' General Contractor aye - ,• G�{�r✓ R. _ �1 10, 7 s �a S� I -I, I to x 1 0 k l� i; IN X e- as 3 0° 1 l- 310 SEP 16 2004 17:07 FR 3038256403 TO 919704771215 P.18i20 Scbnabel Calculation Sheets FOUNDATION COMPANY Project Contract No- 07- 34►2r' Location Sheet No /6 Architect/Engineer Date 0,,71-o4— General Contractor BY ::w a U it a �? �- i I, 1 as I. _. '_'! ', 5 n r iu „ L-Az Z,51 79 r 3 i 'moo � }-•� � 3 (p xlz _ 33 ��OIN� u s i 2 CaL`rl = 12-,z-3 x to' 14t � vs � •4 � . � rr c� S'f"" %P Il7•S jp' x /cos �o U s `3 4 • Co " c�i 5'r I = i -Z - -2-3 xlz _ 33 ��OIN� u s i 2 CaL`rl = 12-,z-3 x to' 14t � vs � •4 � . � rr c� S'f"" %P Il7•S jp' x /cos �o U s `3 4 • Co " c�i 5'r SEP 16 2004 17:07 FR 3038256403 TO 919704771215 P.19i20 SChnabel Calculation Sheets FOUNDATION COMPANY Project Contract No. o -7 - 3C�Z Location Sheet No. /7 Architect/Engineer Date $' 24 . o4' General Contractor SY -� I c,4S� poi 1; 41 � 5' . 2 43 3 . z 4 �t I - 3•.3S I 3775 u 11 1 " lv .I 32 SEP 16 2004 17:07 FR 3038256403 TO 919704771215 P.20i20 Schnabel Calculation Sheets FOUNDATION COMPANY Project Contract No. o '3(oz7 Location Sheet No` Architect/Engineer Date g' • o¢' -. General Contractor By -- 1 , 1 ; n S li' _ ��i9'� � 1 Z, . U UpEi��1 � V Nl►J � OT ��ISTNLt C7F�i Ew� 1JV►L,�1+��j ' EiE ** TOTAL PAGE.20 ** 7 0 s Q&4.10 A T1 W 1 2 I I .. .. 1� use 117. x S' �`'� C.v��l•��.�g I„ -- 1 b ►-� - 1� ' use � � �" � Sr, ,, ,., ** TOTAL PAGE.20 **