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HomeMy WebLinkAbout0142036-Building (vault closure) CITY OF OSHKOSH No 142036 OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 217 N MAIN ST Owner CLOVER INVESTMENTS LLC Create Date 07/15/2010 Designer Contractor LARSON MANAGEMENT & MAINTENANCE LLC Category 223 - Alteration Offices, Banks, Professional Plan Type • Building 0 Sign 0 Canopy 0 Fence 0 Raze Zoning Class of Const: Size Unfinished /Basement Sq. Ft. Rooms Height Ft. ❑ Projection Finished /Living Sq. Ft. Bedrooms Stories Canopies Garage Sq. Ft. Baths Signs Foundation • Poured Concrete 0 Floating Slab 0 Pier 0 Other 0 Concrete Block 0 Post 0 Treated Wood Occupancy Permit Occupancy Fee $0.00 Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use /Nature Closure of old vault under Main St paved concrete wall 10'x82', gravel, back fill empty vault space. Concrete and spancrete removal of of Work sidewalk. HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $25,000.00 Plan Approval $0.00 Permit Fee Paid $163.00 Park Dedication $0.00 Issued By: Date 07/15/2010 Final /O.P. 00 /00 /0000 ❑ Permit Voided I Parcel Id # 0100140000 In the performance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. I have read and un ers thee fore menti nned information. Signature c 1i� ' " Vki i' Date 7/i Agent/Owner Address 5131 SAND PIT LN OSHKOSH WI 54904 - 0000 Telephone Number "379- To schedule inspections please call the Inspection Request line at 236 -5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. City of Oshkosh Inspection Services Division P O Box 1130 Oshkosh, WI 54903 -1130 Phone: (920) 236 -5050 Fax: (920) 236 -5084 OfHKOfH Building Permit Application ON THE WATER If you are a contractor participating in the Permit Fee Account System and have adequate funds, check here if you want this processed through your account fl 1 .,---) JOB ADDRESS A li + - M 1! J' OWNER r2-Alt,\A e ke C CONTRACTOR I am the: ❑ Owner OR ❑ Contractor b ,V USE CATEGORY El Single Family ❑Duplex ❑Multi - Family ❑Rental ['Commercial ❑lndustri. Work being done: ❑ Addition ❑ Deck/Porch/Patio ❑ Driveway/Parking ❑ External Remodeling ❑ Fence/Hedge/Kennel ❑ Garage/Utility Structure ❑ Handicap Ramp ❑ Hot Tub /Spa ❑ Internal Remodeling ❑ Sign/Canopy /Awning ❑ Stair/Handrail ❑ Stove/Fireplace ❑ Swimming Pool ❑ Wrecking Permit ❑ Other 10}31.e/i'll,e/14— GC4 n Cam' Wdtr L Additional information, such as plan submittal and approval, may be required before issuance. Fliers, located in the hallway, may be referenced to note if any a information is neces ry. ••• Full desc 'ption of work being done: 6_5 O\t (S4' C[U li Vii W0if cu,.6K{r, w c( I O 1 K - Z , m lain (f e itolo i7 I Jcj space- , L60cufc 4. ,s C r z PvlojcAL a c L5( olk. - Any work not included in this application is not permitted. Value of the job $ 2 � C 00 (Value for materials and labor is required to ensure consistency in accessing permit fees for all applicants.) PLEASE READ, SIGN, & DATE: I certify the above information is complete and accurate. Any deviations from the above submitted information may require additional permits to be obtained. I acknowledge and agree to these terms. I / Name: /Vk M J / t -A /� ) / ( !3 (Please print) 111 Signature: Date: 7//// 3/02 City of Oshkosh Inspection Services Division PO Box 1130 Oshkosh, WI 54903 -1130 Phone: (920) 236 -5050 Fax: (920) 236 -5084 O/I I <OJ Building Permit Application ON THE WATER If you are a contractor participating in the Permit Fee Account System and have adequate funds, check here if you want this processed through your account fl JOB ADDRESS 2 • f\A/.l I v RECEIVED OWNER Gki JUN 1 1 2010 CONTRACTOR DEPARTMENT OF COMMUNITY DEVELOPMENT I am the: ❑ Owner OR ❑ Contractor INSPECTION SERVICES DIVISION USE CATEGORY ❑Single Family ❑Duplex ❑Multi - Family ❑Rental pCommercial ❑Industrial Work being done: ❑ Addition ❑ Deck/Porch/Patio ❑ Driveway/Parking ❑ Extemal Remodeling ❑ Fence/Hedge/Kennel ❑ Garage/Utility Structure ❑ Handicap Ramp ❑ Hot Tub /Spa ❑ Internal Remodeling ❑ Sign/Canopy /Awning ❑ Stair/Handrail ❑ Stove/Fireplace ❑ Swimming Pool ❑ Wrecking Permit ❑ Other Uov11` t * 1 1( Additional information, such as plan submittal and approval, may be required before issuance. Fliers, located in the hallway, may be referenced to note if any additional information is necessary. • Full description of work being done: N e w cL l ( 'w.- V of Any work not included in this application is not permitted. Value of the job $ 3G cz- `( 4-6 (Value for materials and labor is required to ensure consistency in accessing permit fees for all applicants.) PLEASE READ, SIGN, & DATE: I cert y the above information is complete and accurate. Any deviations from the above submitted information may require additional permits to be obtained. I acknowledge and agree to these terms. Name: N-Ati- A) L., 1-A 2-C ti C-120 - Z7 (Please print) Signature: " " £-� Date: 61 ((c) 3/02 Larson 6nginerig Inc. SUBJECT 211" A/, N ST SHEET NO. / OF 2801 East Enterprise Avenue, Suite 200 y � . 6 PROJECT NO. 3 i /OO 9867 Fax `� 920.734.9880 e JE9-4 t.V P' \ t BY / DATE 7�T1 /a www.isrso corn !!! 5 Larson ,� ...._............_____----___- a 1 " ......., -, t l. tO i4. V- 14 it % r 1 g 4 2 E - v) 1-- r' l'i i 4, Q. i 4 C.3 ti- -.Z. */- 4.. ' . & i li vb,.. k a f iz k i s i 3 .z to ei" 3 _I ____ ____ _____ A a —, ,ts :94 _____ .._ _ .4c,,,,,, .." Larson tinglnossing Inc. suf3JECT K W 1& W c.iY"X SHEET NO. OF 2801 East Enterprise Avenue. suite 200 Appleton, WI 54913 -7889 PROJECT NO. 920.734.9867 fare 920.734.9880 TL>Pf CfrL- C,/ 4 S6i�,O& } BY stk.- DATE o DATE Waal www.larsonengr rn [ co 5 Larson 1 Ow c 61,15-0/04' K to " iig1J Sio -w4tic tot k)q 5 — 13 arn-e s , _., _i _ _______ _ _, Es/5-r/44 - : 130“..0.144 C- 7 5 xs i lb Ise Pk -tc... a "! t ) to Mee amt0( Oc fntivr 4 q - etc," 0,c, v *4 tet,96.S e ECo 4t, • C'. 'b ( (--4447---2 4wE s ' % pawEeF Sr * ! ! fbx.tr to ltv C a tg c_ = 35ao psi 0 246 jail. MAX tAlk e.Ae i'm o. 54 USG sM a rt - reiZus o4 t tJssDD rid or'. JAS,, . Use ,t ,4-0/, }1, A toMtvr 4 fz 'izo+t t 1e" 4 4'o Cv 'lo E.0.47, /Pk Larson Engineering Inc. SUBJECT F. L&& I -b 4 SHEET No. of 2801 East a Avenue, Su4e 200 Zt 14 • /A4/0 14'J ST , PROJ NO. Appleton. WI 1 5491 54913 -7889 920.734.9867 Fax: 920.734.9880 w BY DATE * � wwietsonen9l c m Del- AK_ e ToP i i oT-tow x t oF 44.t_, 51 Larson Ai ra . Gd *jC. IS SE sue_ JouJT J/ °Rey /JO NI - a 11 tt 44 WOUS 46 lfr 41)&4 ul.- - t ✓lic SEA-t. seAtz.zz- � s Cc�ar} /44 in-Lit l?(7�! Mow sv Pt ri •< le ? OF Ca4 cRG -76 2 ro fbs �JJoJ � j -R wee r � " ,! yt -511." -'16 4.1" � lZ 4 ' DRidF Pty _ -. -. t(- -� Z575444; e re eta, to erf T A i itoei bE tk=1lf e?}c. K8A • 15! QPP W Zoz- Sr(oP (c 1?Rlc.e_ GPo -`( 04t 0 *4. x 2--txj Dow &14 ---- ews-r t ia q � Up" ©,C• Ek4 › ± S — t I f I Limon Engineering Inc. SUBJECT SHEET NO. OF 2801 East Enterprise Avenue, Suite 200 )(LEW g 0114> //V (; PROJECT NO . Appleton, WI 54913 -7889 '�( j, / 920.734.9867 Fax: 920.734.9880 2-I ji r M4jti S '7 BY -- 14-.- • `t/ .,4 DATE , www.larsonengrcom 5 Larson p4.7...,_. ,, P`'& IR-1 C 511 4 ton ea. ST Ll C ? /S'P1,.1 -?O €fit 5'ro co&?c. St-ft P Q 4 04- ID Put/)4 c0N CIe1t Pail /06.0. witu . R,E-tvfLo wFt S'roP e c7 V VI P VI tkrree5ec7 ffeereer4Thk. I 4t- e - rvzti (.4)i VEkTicitc, Wk ‘44( .„. I kOrit '�` ---- $ rop 4PPLteD To i±X/57/ Cilia ca coAlc-k& W /r1d.. Larson Engineering Ins. SUBJECT � ,., " i' SHEET NO. OF 2801 East Enterprise Avenue, Suite 200 r.t__E"� /3 t u.fr PROJECT NO. Appleton. WI 549134889 920334.9867 Fax: 920.734.9880 BY 5614 RATE4/ t www.la en ..: 5 Larson 1* 4t(.., C 4 NEc OF n) 1 ;'VJ4v— - t7) g')c/S J 4 Ft. 2o2 S LAS 6-11S7tNICf 17Ge F S 4,46 t ; � ► , , / )( v % f t i4S1M4,. 1 /2. P Pw &u—T ©rt r v2 UP IoM f,oi70AI Or= St-or O r'.J' ' ' DR1YC FEN r:el de Ai t k7?) U/V >62.6q>6 pP b w/ /A V kt6(.0 Gt 7y Poti?I L Page 1 of 1 Noe, Brian From: Steve Kaiser [SKaiser @larsonengr.com] Sent: Tuesday, June 15, 2010 12:56 PM To: Noe, Brian Subject: Klein Building, 217 N. Main St. Attachments: doc20100615125611. pdf Brian, Nick Larson asked me to email this sealed copy of the sketches and calculations for the vault wall construction at 217 N. Main St. Please let me know if you have any questions. Steven E. Kaiser, P.E. Senior Engineer Larson Engineering, Inc. 2801 E. Enterprise Avenue, Suite 200 Appleton, WI 54913 -7889 920.734.9867 Fax: 920.734.9880 skaiser@larsonengr.com www.larsonengr.com This email is the property of Larson Engineering, Inc. All material contained herein and any accompanying documents are confidential, may be privileged, and are intended solely for the person and /or entity to which it is addressed. Unauthorized review, use, disclosure, or copying of this communication, or any part thereof, is strictly prohibited and may be unlawful. If you have received this email in error, please return it with any attachments to the sender and promptly delete the message, any attachments and /or copy from your system. Thank you for your cooperation. 6/17/2010 Larson Engineering, Inc. 2801 E. Enterprise Avenue, Suite 200 Appleton, WI 54913 -7889 920.734.9867 Fax: 920.734.9880 www.larsonengr.com 5 Larson 217 N. Main St Oshkosh, WI Structural Calculations and Sketches Book 1 of 1 Calculation Release #1 Prepared for Clover Investments 200 E. Washington St, Suite 2B Appleton, WI 4 0C 0 /04 KAISER 3 APP a MUM, VIA Q 0 4, v � ¢ f h s s ' !• AL 40! ►� tstt I „1 (_/t Larson Engineering, Inc. Appleton, Wisconsin Project Number 31100175 © 2010 Larson Engineering, Inc. All rights reserved. Larson Engineering Inc. SUBJECT 2 1 7-_ 00. "4.-/ N $1 SHEET NO. / OF 2801 East Enterprise Avenue, Suite 200 I;(47) LI;(47) PROJECT NO. 3//00/3 $ i Appleton, WI 54913 -7889 �}' ,� �/ 920.734.9867 Fax: 920.734.9880 erJeR t r t^,T/V f BY 51,./e-- DATE 7/7. /O www.larsonengrcom ...... 5 Larson 0 3 \(--- e3 v1 ..��. k _ _N.D it �' mi r. 111 cO 14 i� r � 1134)- -' i - 1 4 -- 4 s Q i 1 3 --.3- ..... 4 t..; - , -`-- t I ° ° i S r--4,-- 4 k 3 �' % i -19 Z i 4 \ LI .4k 3 g ": "3 j Larson Engineering Inc. SUBJECT K f"' w4_ fR, 4 SHEET NO. OF 2801 East Enterprise Avenue, Suite 200 Appleton, WI 54913 - 7889 _ PROJECT N0. .} 920 734 9867 Fax: 920.734 9880 l y� iert -- 4.,) i4 S ,o& BY -54-k- DATE Waal b www.larsonengr.com t Larson E-p3-0 tt>`F f kfg.) 5175 pria rr LL 5"f i s 41€ - - tb Wir FME DM/ Of o CT+i1k P- MA-T tz.•-i oT e.;e -\ I Stp &oP 4-5 Iz" a.C, m erit" V,tF ,Hry 1 C. , V d / _ 4-4 @ �t9 1I 0 -c, 4 ,tr 2 " EAit 1atr r E S ',paWfps-( ok Npho ( o n9 CJZE t7 ; :3 ( . -- 3500 4 0 2-`j 80 MAY lr R. r O° 5 4 u Sty �M ao ( Fogitit s ,4 t SfD FCC CAMUL,. 115 Arta -- i -4.0We AA /4,`x7 fz -t 4 -o ► b 4 ,'o — C 7,Z 4/ a,? G '& 17 0 14 s - r'4 4-G' 5 Ya-de (o Larson Engineering Inc. SUBJECT al &J la ` - O 2801 East Enterprise Avenue, Suite 200 SHEET NO. OF St "I'" !� ■ MA/ 0 S-r PROJECT NO _ / 920.734.9867 6 54913-7889 Fax. 0 920.734.9880 �t- DATE /. www.l arsonengr.com 4.9867 Fax: 920.734.9880 r BY www.l D Pk- C. Tor $01 OF 044,1, Larson -- AF''E(Z- C yJC-, l5 5E1 Soli_ Je /J` tJ/ Qr2G /4o/1/41_a/1uM!AJ 1/S 46/ Ab1=ei LL"te -A -E,. 5F' ET - i K iiet- - 15to FP ?CrS7/ gvii-b6 SL,K, w A- ccre_s-r Cc,,,i-r) >•€ 'Lii 7 / 4/ 2 `}'o / 1 —, G rt _ , / Vi. / 'os 3 ti fi 0:5" iiell'b ----1-) i ' ' PO w6z.s 8Fz1vE p /hJ 0 /Z &C t�G vZ ` X _ 0 _____ _F [___ (....e - 1'. 1 . * e_ V.; o , V02. I I J / .„ 0 Et)" 0,c, EiLA tl 1 ' C v�r�rrA I @ 0.42,,J w -- — -- tom' _ ) 1 -‘- w 1 Larson Engineering Inc. SUBJECT SHEET NO. OF 2801 East Enterprise Avenue, Suite 200 i Gi N 13 l)//..b PROJECT NO. Appleton, WI 54913 -7889 920.734.9867 Fax: 920.734.9880 BY 5 -- DATE www.larsonengr.com� Z no 5 L arson D,,4,),. - Co 4 AJ e G7t$oJ nr /1/4l - 'w , tii4 i..- - g - r, , u 4 PL Si - FL-act, s44L -51 1 y , 4- l' 7 ______ . / It L L (C x. I x 1 /0 s1 .- yzn ($ Pow f3oi --7' r OrC, 1/: op PQo j 70 (Csf - i Se-or 0.5' Dizive prN b2? d6 ! k 71 b ' 0 ) ' OCa7y po E L 4C7vi4 i, TooL. Larson Engineering Inc. SUBJECT SHEET NO. OF 2801 East Enterprise Avenue, Suite 200 i i� /- Appleton, WI 54913 -7889 ��-�� Vi t/V lt PROJECT NO. �/ / 920.734.9867 Fax: 920.734.9880 21.7 0 /V 44) S) , BY E DATE `t/ 24 1/ 6 www.larsonengr.com 5 Larson piitz Ti/k2.- /so 0 72j c S/ w, arc co 7 4/6/2- SloPS t,.rKOZ S f PLiet - to E-m s Ntt c c Sc-14 P W 0 P- To PLA -c.ta4 coN ci2C1e 02 N)64.1 wAu.. g E vfz►J wPfla S 41 % 3(4 6 ! 4Rat?ND Gok?t3 V k ----- -• do TEtzSe.G'T 0?-1` `i 2.. I az - me- tJ 4 ) 1 TtF V 71C I- Gv erEL SToP I wfrte2 S ,4PPL /t"D f . To Xtsiiik1i C-01 tit. og, C-Q/J C.2 &71 14) At .Steve ra OS6 Ave"'. 2801 Ehb4d " --9 920,34. 867 Desi Detail Comete fc = 3500 psi Rebar F = 60000 psi Unit Wei 160 1 b/ft3 Ln #6 12 in (su) #7 16 In 6 2- 4 ) - [am ---L7- ft --4.83 H e e-(B "a 2 4 e 1n , g 8 -s: 5 121 00� S 8 2 /i Q uickMall 2.0 (lesweb.com) C:\Documents and Seal n Docu...\klein.rwd Pa I of I Tuesda 06/15/10 12:46 PM I 7e: Q uickMall 2.0 (lesweb.com) C:\Documents and Seal n Docu...\klein.rwd Pa I of I Tuesda 06/15/10 12:46 PM I Ln C; Goncrete fc = 35GO psi Rebar F = 60OW psi Unit Wei = 150 lb/ft' 45 (0 12 in (ST) #6 (p 12 in 7 .7 Heel Bars: #5 @ 12 in �2 ft Foofin 9 SfT Bars, #5 (p 12 In ft Criteria Ratio Check Provided F�e _ CombinaUgn L Slabt Buildin Code ISC 2003 2.092 61kr1r 0.72 1.50 Wactofed Cwcrete Load Combs 18C 2W3" ( 84 ) pressure 3000 psf 1621 psf LWWored Masom Load Combs MSJC OZ% ( ASO ) 0.776 Be; ft Eccenbi 7.5 In 9.67 In Unfactomd Stab&it�r Load C4n-pb Unfactored RerAra" A Slidin NO 0,303 Shear 2.88 kAl 0.87 kfit IAD WOW Bearing At Hed Yes ye0.239 Moment 3.39 ft-km 0.81 ft-M 1.21 + 1.61A 4 1.6L Use Ved+ Comp. for OT NO y/ 0.394 Min Strain 0,0102 0.0040 1-21) + 1.614 + 9.0L Use Ved. Comp. for Srkfin NO v / 0.040 Min Steel D. [n2 0 tn" 1.2D + 1.614 + 1.6L Use VerL Comp. for Bearin Yes v / 0+387 DOVejOpMent 31 In 12 In 1.21D + 1.EH + 1A Use SurcKar for Stcrin & OT Yes V 0.687 S Max Spar 12 In 18 1n 1. f? + iM + 1.0L Use SvmW for Bearin Yes 0-M M.I.n Rho ­....... O�ODW 0.00 18 .6H + 1+6L Ne Sod Ovef Toe No Heel Checks Ne BacMl VYL for Coulomb No 'V - 6,N2 Shear Factor SO Wel As Dead Yes V 0,774 Momra 4.78 •kd 3.7 ft-kffi 1_2D4 1.61.1 + 1,6L z Use Passive Focm for OT Yes VO.266 Min Stern 0.0150 O.OD40 120 + IAH + 1.6L Assume Preswfe To Top Yes VOA76 Min Stet 0.03 Ire 0.01 in" 1 ID + 1.6H 4 1.6L In RaWfl Pressure To Ke 84oftrn NO .,/0.375 Devellopment 32 in 12 In 1.20 + 1.61# + 1.6L Re F.S. for OT 1.50 0.687 S&T Max Spacin 12 In 18 In 1_2D + 1.64 + 1.6L Re P.S. for SkUn I ko .��0_209 S&T Min Rho 0,0086 0.0018 1.2#3 + 1.6H + 1.6t_ ' Has Diffefent Safet Factors for Seismic NO Mcwable Sead Pressure 20w psf V6,774' - Ho -- r - z Bar - - Rh - o b.60 2 - 6 '6k420 - 1 + 1.6t. Rer BeMn Locadort Widdle third 0.667 Horn Bar Spacin 12 in 18h 1.2D + 1.6H + 1 , 6L WaV Frkflon An 25• V/O.M Moment 9.17 fk-W 7.79 ft-kift 1.20 + 1.61--1 + 1A Fsidk4i Coe cent 0,35 V0.728 Shear &32 M 3+87 k* 1+20 + 1.6H + 1,6L V 0+281 Max Steel 0.0142 0.0040 11D 4 1.6H + 1,6L Min Steel 0.04 it 0 Wfin 1.2D 4 I-6H + 1.6L X 2. Base Developrmnk 6 in 12 in I_2D 4 1.6H + 1.6L Y 01V QuickMall 2.0 (jesweb.com) C:\Documents and Sett1n Dow \klehrwd Pa 1 of 21 Monday 04/19/10 5:11 PM - - - 7. - - _.. - : . _ - - - v.... _ .7 x P assiv e }+p ss# }yam IL TV .. = 100 IMP 0 pf 1 0 psf Lateral Earth Pressure ank irse Passim Earth Press ure Theory Kp tan 2 45 0 '+ 1 = tan s ° + #) = 3 OP Y HKp+2CFKp= (100lbIft3)(0.5ft)(3,0)+2(Opsoli.O= i& Uniform Surcharge Press 200 psf 4 •53.33 psf 83.33 psf Lateral Surcharge Pressure At - Ft £ate Pressers Thy (31sur = K O q = { x}.50) ( 00 pfd = 100 psf 2. Win s- = i 8.44 Iblin Q uickRWall 2,0 ie web.co C: oc rnents and Se ngs\skalser y Doe ,,. \klelnLrwd Page 3 of 21 Monday 04/19/10 5:12 P :_. . -'Steve a I . se �� - - - - - - Ci... .......:.. x, _ _ _ _ t..._..._: _ ......_ ..._..:.. ..... _ ..... _ _ - -_ - -_ - - - - _ _ _ _ . . . . 7. VVI '.. i br, nom - T L $ In k cf - #� 128.7 Win ---- — 2V�6 1821 of 36 Its Fr F = p R = 0 -350) (367.7 1b / ire) = 1287 ]b / in - Bearing Pressure Calculation Contributing Forces Vert Foie .,,offset Hoa Fotm ...offset O himent X11 Pfessure I M 4 0 Min -0 fn r l " Unvorm Sur charge Pressure X3.33 IbAn 3.83 ft 0 win - -18400 In , Ib Fooling Wei -30.21 Ib n 2.42 ft 0 win - - 10512.5 €nrlb Stem Weighl - 104.17 rbAn 2.42 ft 0 lb& - -36250 MA A Sackfii Weig -200 Win 3.83 ft 0 h1n - -1 Ln k "Sol over toe Weight -0 RVM 0 Ini Stem Sass Shear -0 br - 201.39 Win 0.54 14500 In- btft Stem Brie Momefit 0 Min - 0 bm 0 in -M - 367.71Iblin - 101W2 in -#btfE - 1610615 in 4b 1 ft = 3.04 ft - 367.71 ib 1 In QuIckRWall 2.0 l sw .core : Dmumen s and Se n kal r Dom... .rw Page 4 of 21 Monday 04/19 5:12 P r --- Bearin Pressure - _ - '.- - - ... ........ Stern Flexural Capaci rat Moment (ft -k/ft) C apacity LA I_ 1.8 -0 10.2) P 0 ft from base.. cja.tfve bendinal _ (0.01 in OM psi) = 0.24 I 0.85 f c 0.85 (3 00 psf) 4i „ = 4 A f [d - a 12) = (0.190) (0.01 W (80000 psi [(S in) - (0 4 in) 12] = 3. ft.k I ft i 1 318 - 1 0 ft fro a [Pos bendi A s f _ 0.01 t *) (60000 l 0.85 r 0.85 (M psi) � 0.24 In 4NI = 4 A f [d - a 1 ) = ( 0.90) (0.01 in 2 ) (60000 psi) U5 in) - (0.24 €n) J = 3.17 ft.k I ft C al2 acity CA 318 0. x.02 F orb base ire a i endin A f (0.04 !W) (ADO Psi) a = 0.8 O.8 (3600 psi) = 0.74 in W = 4 A f [d - a 12 = (0. 0) (0.04 W) (6000O psi) [(5 ire) - (0.741n)1 1 = 9.17 ft -k 1 ft a.par-i.ty.,(A 1 318 - 02....10. __ @ 1.02 _€t from b,.se fPositi�reb ,nd#ria] _ A f� (0.04# lqt (WOO psi 0.85 f e 0.85 (3500 psi) - 0.74 r n = 0 A f td - a / 21 = (0.00) -04 W (80000 psi) [(5 in) - (0.74 in) / 2 = 9.17 ft -k / ft ! C a paci ACI 318 - 10.E from base Mega ire bendPn A a f _ (0.041W) (60000 i) 0.8 0.05 (3500 psi) = 0.7 i� rj = A f [d - a / 2 = (0.90) (0.04 int (60f)00 psi (5 in) - (0.74 €n ) 12 = 9.17 fl-k J R a i ty ( ACI 318 0 8,48 ft from base [ bend f _ (0.04 jn2) (600W psi) � � 0 0.85 (3500 psi) = 0.74 i� 4 n = � A f (d - a / 2 = 0.90) (0.04 ins ( 60000 psi) t( 5 in - (0.74 In) 1 2 1 = 0.17 #t :k ! ft Capacity, (A 1 318 -0 .L 10 ft from ,base ffiega.kxye.bend,lnal a = A t w) (6040 psi) - 0.85 r 0.85 (3500 psi) - 0 in 4 A = A f (d - a 123 = (0.90) ( jn ? (0WO psi) [(S in) - 0 In 12 : 0 ft -k ! ft 1 0Ffset fi) uickR all 2.0 i swob.o0 : Do uments and Settings .skal erft Dow ... klein.rwd Page 6 of 21 Monday 04/13/10 :1 2801- erp r - _ ....:.... . ... - • - Stem Forces (combination 1.2D + 1. + 1.6L f 3 f s E - t33.33pst [ i 3 Mmk (-k} ps f -1 33.33 psf . S I Shear {klf!} Q uickRWall 2.0 (lesweb.com) : \Documents and ettt \.skai f }r t ocu... \klein.rwd Page 12 of 21 Monday 04/19/1 5:12 P