HomeMy WebLinkAboutB15-2059STRUCTURAL CALCULATIONS
Butte County #3
Door Landing
Oroville, CA
Job Number: 14-419
September 30, 2015
G
Vvo-- I _ -
wNo. 58201
Exp. 6/3D/' o
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9T CIV
CF CPA,
PERMIT 0
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BUTTE COUNTY-OWELOPMENT SERVICES
CODE CIOMPLIANCE
DATE (� S j I S BY--�.
r • 9-- • a
architecture + engineering
BUTTE ���c�C
COUNTY
OCT 0 2 2015
DEVELOPMENT
SERVICES
r
STRUCTURAL CALCULATIONS
Butte County #3
Door Landing
Oroville, CA
Job Number: 14-419
September 30, 2015
G
Vvo-- I _ -
wNo. 58201
Exp. 6/3D/' o
S�
9T CIV
CF CPA,
PERMIT 0
nls= 2nS�
BUTTE COUNTY-OWELOPMENT SERVICES
CODE CIOMPLIANCE
DATE (� S j I S BY--�.
r • 9-- • a
architecture + engineering
BUTTE ���c�C
COUNTY
OCT 0 2 2015
DEVELOPMENT
SERVICES
September 29, 2015
Butte County Development Services
2081211 Street
Oroville, CA 95965
To Whom it may concern:
This project encompasses the analysis of an existing elevated concrete waffle slab
where some top reinforcing bars have been inadvertently cut. The slab was analyzed
using Ram Concept software based on slab thicknesses and reinforcing as determined
from the original design drawings. No original calculations were available.
The focus of the evaluation is to determine if the cut top reinforcing bars have a
negative effect such that slab no longer has the capacity to support the dead load and
code required live load. The analysis technique using the Ram software was to run 3
models. One with reinforcing intact, one with the assumed cut top bars shortened and
one with the whole section of slab removed.
The results of the different analysis are presented in graphical format on the following
pages.
Summary and repair procedures: The removal of the top reinforcing did not add any
requirement for additional top reinforcement in the software model. It was not
determined whether any of the cuts affected the bottom reinforcing. The software
model indicated the bottom reinforcing was a more critical element for the slab stability.
These concerns were addressed by the addition of steel plates on the underside of the
deepened portions of the waffle slab to transfer the forces across any possible
disruption that may have occurred in the bottom reinforcing.
Sincerely.
Don Russell, PE
Russell, Gallaway Associates, Inc.
US Meyers Street Suite 110
t 530.342.0302 Chico, Californio 95928 f 530.3421882
W W W.rgachico.com
Project: Butte County #3 Door Landing
DR
Job No. 15-419
10/1/2015
Russell, Gallaway Associates Structural Engineering
DESIGN LIVE AND DEAD LOADS
ROOF DEAD LOAD:
TYPICAL FLOOR LOADS:
=
PSF
13" Conc. Waffle Slab =
90.0
PSF
=
PSF
Suspended Ceiling =
2.0
PSF
=
PSF
Fire Sprinklers =
2.0
PSF
=
PSF
Partition Loads =
15.0
PSF
=
PSF
=
PSF
=
PSF
PSF
SUB -TOTAL
= 0.0
PSF
=
PSF
SLOPE CORRECTION "X:12"
12.00 1.41
TOTAL FLOOR DEAD LOAD: =
109.0
PSF
MISCELLANEOUS
= 1.5
PSF
FLOOR LIVE LOAD: =
50.0
ROOF DEAD LOAD:
= 2
PSF
ROOF SNOW LOAD:
= 0.0
PSF
EXTERIOR WALL LOADS:
ROOF LIVE LOAD:
= 12.0
PSF
10" Conc =
120.0
PSF
=
PSF
=
PSF
=
PSF
=
PSF
=
PSF
=
PSF
=
PSF
=
PSF
=
PSF
TOTAL EXTERIOR WALL: =
120.0
PSF
=
PSF
SOILS DATA:
SNOW LOAD DESIGN CRITERIA:
SOILS REPORT:
City Minimums
ELEVATION =1
220.0 FT
GEOTECHNICAL ENGINEER:
n/a
GROUND SNOW LOAD (Pg) =
0.0 PSF
DATE OF REPORT:
n/a
BASIC BEARING PRESSURE
EXPOSURE: PARTIAL �.7 Ce =
1.00
PADS & CONT. FNDT. = Qa
= 1,500
PSF
INCREASE FOR WIDTH
= 0.0
%
THERMAL: UNHEATED U Ct =
1.20
INCREASE FOR DEPTH
= 0.0
%
MAX. SOIL PRESSURE - Qa
= 1,500
PSF
FLAT ROOF SNOW LOAD (Pf) =
0.0 PSF
ISOLATED FOUNDATIONS
= 1,500
PSF
ALLOW PASSIVE PRESSURE
= 200.0
PCF
__
ROUGHNESS: Obstructed or Non -Slippery V I Cs =
1.00
ALLOW SOIL FRICTION
= 0.35
EQUIV. FLUID PRESSURE
= 35.0
PCF
SLOPED ROOF SNOW LOAD (Ps) =
0.0 PSF
Russell, Gallaway Associates Structural Engineering
Element: Standard Plan - 12
Floor Slab 3.cpt - 10/1/2015
Element:
Standard
Plan
Qlemenl: Veer Un06: User !cots; User Dim—lone; Well Elements Below; Wall FJe U; Above;
Column Elements aelovr; Colum Ele—,la Above; Slab Element; Polnt Springs:
Pelnt Spnng I— U-Springe; IJne Spring l— Nee SpAnga; Nee SpAng loons; PolM Suppe
Element: Standard Plan - 12
Other Dead Loading: All Loads Plan
ONar Dee. WWing: U— U..; U— Nobs; Use• V'
imer 'b PoIM I .%; VOW WW Iron.: ftM LOW Velum; W. L.Wa; U.. bW Irons; Lba t W W..; Arae L.eOs; Area L.W Irons; bee lnW Wues;
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Floor Slab 3.cpt - 10/1/2015
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Other Dead Loading: All Loads Plan - 17
Live (Reducible) Loading: All Loads Plan -
flue (Re We) Loading: User U User Notes; Usar Olmenslona; polnt Loeda; PoIM LoW Imm; point load VNum; Une L—ft; Una boo loons: Line Loed Values; Area Leede; Arm Load 1— Aro. bed Values;
Or 6%, import: Usar Lines; User Notoe; Usar Oenanalom;
Element: Wolf Elem,M Below; WaB Elements Above; Wall Element Outline OMy; C.1— Eletrcnm Bd—: Golumn Elgnenta Above; slap Elmnentr; 81.1, El—, Oudlne Onty;
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Live (Reducible) Loading: All Loads Plan - 18
i
Floor Slab 3.cpt - 10/1/2015
Design Status: Latitude Top Reinforcement Plan
Design Smuts: Use, Llnss; Use, Notes; User OBewuloM: betide Spm Ossigns; Spm 0.1w Top Berl; Spm Deslgn IW Desalplloa LOB Wde 05 Deelgns; 05 O.Iw Top Kers:
On u I -W: Use, Uses; User Notes; User 01 n—[Om;
EI—M: WWI Elamerds Below, Well Elemmm Al,—; Well Element MO.. Only: Colum F.J—. M—; Column El—.e Above; Mole El—.n : Bleb Element Mill- Only;
Rolntonxment: Top Fses Con=e- w Relnt.; Both Feces ConMn W Rohl.: Auto Fee. ConesMmW Relld.; Co—t,sted Relnf. Des O lone; Top Foes Olstdbueed Rdnf.; B.U, Faces DlsBlbuted ReInt.; Auto Fern Olat1bulvd Rolnl.; Oia butod R.W. O—Apdons; LOft di U
Sole • t:M
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Design Status: Latitude Top Reinforcement Plan - 58
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Design Status: Latitude Top Reinforcement Plan - 58
Floor Slab 3.cpt - 10/1/2015
Design Status: Latitude Bottom Reinforcement Plan
Da1Dn ISM—U.., U..;User Note.; User DY,wfalont; "".de Spen 01,18m; Span Dealgn Bolbrn Bb.; Spsn ID -19.a D—Optlone; Wilude DS Doalgia; DS D IgBODor. Bars;
pm.InB IntW: Ute, Ll ; User Nota; U.er Ok—lom;
Element: Well Elam— Below; MR 0—Abwo; Well Element Outline Drdy; C.1— Elements 6.1—: CWFJ Ab-.; Slab El—.tds; Sl.b EI -1 Outline Dory;
Relnformmenl: Bodom Fooe Conccntrebd ROW.: Both Fame Com ted ROW.: Auto Fam Cam d Relnl.; Cbeted ROInt. Dasalpdons; Bodom Fam Dlwbuted Relnl.; Both Foca Dl.blbubd R.f.t; Aub Fam Dl.vlbubd R.Ifd.; Dlsblbubd R.In/. Dosulpd.m; W
Design Status: Latitude Bottom Reinforcement Plan - 59
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Design Status: Latitude Bottom Reinforcement Plan - 59
Floor Slab 2.cpt - 10/1/2015
Element: Standard Plan
Elwa : Usa Unee; Veer Notes; 1.1— Ill—ims; Well Elwbe Kelm; Wog FJem M Moee; Column Elements Balm: Colum Elements Move: Sbe M—h: Poipt Sphege; Point Spdeo -Dona: Line Springy; Line Spring 1w Nee SoMm: Mee Spann loose; PCiM SUDM
Element: Standard Plan - 12
Other Dead Loading: All Loads Plan
0d,u Daw LoWing: Um U m; User Notal; User Wmanalm, paid Lows; Polm Low 1— Point Low Wun; Una Wada; Una Lead Ions; Line Wad VW,m: Arae Loft; Argo U d Icons; Ares LOW Volute;'9 Import: Uaa, Un.: U.., -.I.; U—
INWI Elannnft 8.1m; Wad El— Abm,; Well EIm,M OuMn, ONY: Cal,ann EJe to BIm: CWum, Elements Above; Slab Elm,nb; Slab El— Outline Onty:
J:M
C D --I CD :3 C E 0 [==-D C E: D D --] F -I
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41
Floor Slab 2.cpt - 10/1/2015
Other Dead Loading: All Loads Plan - 17
I
Live (Reducible) Loading: All Loads Plan .
W. )Rafuelble) Loedln8: W. floes; User Notes; Uaer 111-1ona; ftW 1 .Os: ftW Lo.f twos; pWnt Lo.f Vat— U.. Loofa; U.. Load Irons; Lt.. bed W. -Arae bole; Arae Loot Irons; Are. L." Wuea:
XMInB Import: We, Llnas; U— Notes; Uaa 01, l io :
EIem.M: 1W I Cl—Blow; Was Elml.nt. Abm,; tWl EIg M Oudino WY; Colum Ef— Blow; Colomn EI.meMa Ab-.; 31eb Ef—M.: Bleb FJ—t Oudlne Ont,
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Floor Slab 2.cpt - 10/1/2015
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Live (Reducible) Loading: All Loads Plan - 18
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Floor Slab 2.cpt - 10/1/2015
Design Status: Latitude Top Reinforcement Plan
Oaslpn See": User Linos; User Notes; Us. Di—lens; Loft Wtle Spin D-lg-; Spin Design Top Don; Spm Design Ser Deseripllens; W Wtle DS DeelDns; DS Deaigi Top Sirs;
lCe—MO I.Pert User Lines; User Notei; User Danenslons;
Element: Well Element Below; Ws0 Elennnt Above; Well Element Outline Only: Colum Elmlenis Balm: Column Element Ab—; Slab Elements; Sleb El— Outline Only;
Relnfo—ne: Top Fero Coneeneetd Reinf.; Both Feer Cenoeneetod RIM.; Aum F—Cineeneatod Rabd.; Con—led ROW. Descriptions; Top Fete DWibufed Relnt.; Beth F— DIeW buted Refnf.; Auto Fere DieVibutod Robd; Dlseibufed Rein. Desolpllons; Latter& U
Sole • 1—:2550 r— ? p5 T. I
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Design Status: Latitude Top Reinforcement Plan - 58
Floor Slab 2.cpt - 10/1/2015
Design Status: Latitude Bottom Reinforcement Plan
anion Sf h,s: Deer Linn; Wer Motes: Mar Denenslonn; Ledtude Sven Danlgns; Span Design Sotlpn Sent; Sp- Design Ser 0—dptlons: tatbude DS Design.; OS Design Soflmn Sara:
Muvinp Impel: We, 1.11n: uae. Motes; Wer Denanslonep
El—..: Wall El—.— Below; Wall Elements
Al,-.; Wall Element ODUlne Only; ColumElements Balm; ElemenBelow; Column Elcmeldn Above; Slab Elements; Slab Etmlcnt Outline Only;
Relnrnt aara— B... Fete Concentremd Rebd.: 8oM Farm Commne-ehd ROM.: Auto Fx Concentrated Reinf.; C ... a ated ROIM. Des ibdons: Bodo. Face Dl.tributed Relnf.; Both Face. Dbtrlbuted Relnt ; Auto Fero Oletrlbutsd Relnt, Distributed Relief. Deeufodona: W
Seale • 1:230
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Design Status: Latitude Bottom Reinforcement Plan - 59
Floor Slab.cpt - 10/1/2015
Element: Standard Plan
Elmer: User Llnes; User Nubs; Us,r DlmarV:lon.; Well EI—te Bel.1; wee E —ee "..; Cobmn El--" 88101; Colum ae le Apse; SI.b V—ft; Point SP -9.; P.Int SpA g Icon.; Lin. SPAngs; Lin, Spring Icons; Arae SpAngs; Are, SpAng Icons; P.hA SupM
p hg Import: User Line,; Us,r Nobs; Uw De wWom:
S.N. =1: 50
Element: Standard Plan - 12
Floor Slab.cpt - 10/1/2015
Other Dead Loading: All Loads Plan
Of, OW Loading: U— Un.; if— Notes; U... M—Ion.; Pa" Loofa; Point Load Imm; Point Loaf Velum; Una Lam%; Una Load loam; Lin. Load Values; n,no Lewis; Aron Loot! Imm; An,. Law val..;
=
.Import:U—U-.;User Notvctft�
Ute,
Wall Elm,nts BvI.,. Wait Ef— ftav, ~ Elm,nt Ouill,,. Oty; C.1— 8—ta Blow; C.1u.. El—ras Above; Slab EI—nit: Slab El—I Milint, Only;
iival,
Other Dead Loading: All Loads Plan - 17
D
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Other Dead Loading: All Loads Plan - 17
Live (Reducible) Loading: All Loads Plan
flue [RS clb!6) Lo,dl.g: Usm U- lultsm, No=; U- Mm,ims; Polm Lomft; POIt L W I- Plat l W Wfum; U- Loaft; U,6 L W In U.a LoW Values; Arw L4LOW VwUft;
O 110 IqMo: U- Ll.w; U- NOW; UW DkIOM;
"WI Elm— Below; MH El- Abma: Well Elmem O Ino Only; Col— El—. Bd—; C.1... Elements AW-: Slab Et—.—; Slab 8—t Outline Only;
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Floor Slab.cpt - 10/1/2015
Live (Reducible) Loading: All Loads Plan - 18
.e f
Floor Slab.cpt - 10/1/2015
Design Status: Latitude Top Reinforcement Plan
Design Smms: Use, Lines; User Notes; Usa OY Wzlcr LOXmde Spen Oeslgns; Spon Deslgn Top Sora; Spon Design Ser DescrlptlO Leptude DS Oe 19g OS DUIM Top Bora;
Onwing Import: Use, Llnes; User Notes; Usa 011—Islons;
ElmreM: Wall Elcm,n Below; Well El— Ab—: Well Elm— Oudl- Only; Cell- Elements Below; Column Elcm.M Above; Slab EIM,Me; Slab Element WbIne Mtv;
RelnbrumeM: Top Fete Cone -ted Rclnt.; B.N Feces Concentramd ROM.: Aum Fete Comm�tratad ROM.: Concentrated Rolm. Deacrlptlmu; Up Face OlaW bu2d ROW.; Both Faces DISW bund Relnt; Auto Fe Dlebtbu ROM.: OleMbutad Rebd. DeeMpdons; Ull & U
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Design Status: Latitude Top Reinforcement Plan - 58
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Floor Slab.cpt - 10/1/2015
Design Status: Latitude Bottom Reinforcement Plan
O.IDn Ban
ataw: user oes
n; Win, MW.; Uan Denanslons; Letlluda span OnIg s; Bpea DnIM Bottom ; apo^ DW,I, Bar Dascdpaons; Latbuda DS DWMS; OB D.alBn Doom Bms;
dnvinD Import: Dser L..; U_ Mateo; Itn Dananslons;
Elomem: Well M-80— W."
lement80—W." Eletrcnt Ab-
; M EIMM 0."'1"' only; Calum FJ.mant Mm; Columm Element Above; Blab Elamanb; 81ab FJ.nlont oualna Only;
..Intrr ..: Bohm Face Cmmet Rolyd.; Both Farce Conry Mwd Relnf.; Aut Fan Conrrn d R.W.; Concentretd Reltd. D..dpdone; Bofbm Fan DI Wbumd Relnl.; Both Fo MWbuted Rd,t; Auto Fon DkWbutd Rolyd.; Dletrlbu Ralnt. D..dpdone; Let
BW.•1:2W ,
<1�IL ❑ awe. ❑ snag. � ❑ awe.
a R�rps _
s
I L j_� _ J�Cm CI SCG _ ❑
HE Xi
I'A& ^'❑.. 3144 B. J❑ B. ❑ 'M"&
119
Design Status: Latitude Bottom Reinforcement Plan - 59
i