HomeMy WebLinkAboutBLD96-0888 Retaining Wall - BLD Permit / Conditions - 8/13/1996 MASON COUNTY
I�
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
E3 t_.i I L- 0 1 N 0 P F. F1 EVE I -T FOR INSPECTIONS CALL. 427-9870
BETWEEN 5pm AND Sam 427-7262
RLD90-0888 PARCEL :3223434001.50 PLAT : D I V c SLl ;HERMIT
JOB ADDRESS : E 7970 STATE ROUTI± 106 UNION Y EXPIRATION
OWNER : DAV I D ER I CKSOIL 898-8000 NVI"I- & vo11� I3 `
CONTRACTOR : � By
LEGAL c 11 5' Of YR 1+ 3 TO 15-ti ►OT 3 i T.:_. f /ill Ulf 1#6 DATE
-<... .asmmTeeta�•--W-w•.s=:aozar :r_-.•.•...e,:.._scsarr.:v-:s:.�.:.<.r:� ac---::ems:.^:+•aoermaact-'fa•
CLASS OF WORK . . REP BEDR c 0 BATH : 0 FYPF ANOONI by DATE RECEIPT TYPE ANOU117 BY DATE RECE IPI
TYPE: OF USE . . . . :OTH STORIES . . . : . . . c ft'1 sr:, i rus �... -a �:ar•a ^.s:cu.aK asr r.�•.va singe
OCCUP . GROUP . , :? BLDG . HEIGHT . . : O .Oft �P8114 1 91.5! PH 06113/46 42637
TYPE OF CONS( . . :? F IRE:Pi.ACES . . . . : 0 PtO I J0.#1 CPH 08113196 42637
OCCUP . LOAD . . . : 0 WOODSTOVES . . . . : 0 STFE L 4.5P CPR 08'13186 42631
DWELL. .UNITS . .. . . c 0 PARKING SPACES : 0
INSPECTION APFA c 0 SHOPEA I NF? . . . . :Y )OIAt 1 10.60 VALOLA1106c 10826
TOILETS . . . . . . . . . . : 0 FUEL TYPES __.____.____. _ BOILERS/COMP---- MOBILE Hf1ME ---
FRONT . . .N 140 .Oft BATH BASINS . . . . . . : 0 e 0-3 HP , t P
REAR . . . .S 999 .Oft BATH TUB: . . . . . . , : 0 3-15 HP . : 0 MODEL .
SIDE ( 1 ) .E 5 .0fi t SHOWERS . . . . . . . . . . : 0 FURN < 100K BTU : 0 15-30 HP . : 0 - MAKE*
SIDE (.2 ) .V4 55 .Oft WATER HEATERS . . . . c 0 FORN >-1 OOK BTU : 0 30-50 HP . : 0
SHRLINE .K 140 .Oft CLOTHES WASHERS . , c FURN •- FLOOR . . . : 0 50•+- EIP . 1 9) Y'E P,R--_ .___ ..
AnEA ----- -------------- KITCHEN SINKS . . . . c 0 HEAT PUMP -. . . . . c 0
LOB' S i 2:E . . 5 FLOOR DRAINS : 0 VENT SYSTEIYIS . . . r 0 EVAP COOLERS : 0 t ENGT14 : 0
BUILDING . . . c 0^t DRINKING F=OUNT . . . : 0 VENT FANS . . ... , . 0 HOODS . . . . . . . : 0 W111TH , : 0
BASEMENT . 0 f LAUNDRY TRAYS . —, . 0 DOMES . i NC I N «0 SER I Ai_1--
PECKS . . . . . . . 0st 0ISHWAS14ERS . . . . . . : 0 AIR HANDLING'a,VNITS-- COMML . INCINiO
GAR/CARPI? Ost GARB DISPOSALS .. . . r 0 <. 10000 Of*- - 0 REL.00/REPAIR : 0
AT/DT . c? URINALS . . . . . . . . . . c 0 > 10000 cfm . c 0 OTHER UNITS . : 0
M I SC Pi.M F- I XTURES : 0 GAS OUTLETS 0
PROJECT DESCRIPTIONt1ETA11116 NA11
PROJECT 10CA11ON&LE NARKER 8 01101
THIS PERMIT BECONiS NCit ADD VOID If 1019 CR CONB1RUC1100 A01NOR17Ett S NOT C4NIIE11CfD WITHIN i$8 DAIS. OR It GONSTRYCTiON OA NORK IS SUSPElIDEp FOR A PERIOD
OF 161 GAYS AT ANY TINE AFTER 1101j- JS CONNENCE8. EVIDENCE OF CORTIONATION Of MARK IS A P1041183 INSPECTION 1111111 THE I8! OAV PFR108, FIRAt INSPECTION MIST Q
�PPAOvi D RFIORE Btlik"11 G CAN Ts.E1'OCCOPIED.
CENNiR OR AGEWi: .�. - DATEc
8lU PRRI, �Rw 0313118t COMPLIANCE TO ATTACHED COND11411ONS IS REQUIRED
r
CONCRETE , �) MECHANICAL MOBILE HOME
Footings-SetbackqG date by Ribbons
date - 3 r-) �U" Gas Piping date b
Foundation WXls date by Set Up
date, _ INSULATION date by
BG/SLA(rinsulhtfon Floors Final
date by date by date by
FRAMING Walls FIRE DEPT.
date by date by
PLUMBING date by OTHER
Groundworkdate Attic
date by
D W.V. b WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
F' F RIN/I i -r C 0 N 0 1 T i UN :E3
Case No . RLD146-0888
For F)AV 11) ER 1 G`KSON
Page : 1
1 ) The propcised project must be oonsistent with Fiji app11caible polioins and other
prgv4-si-�orr,�' of the Shore j i ne Mariagpinent Act , its ru 1 es , and the Mason Cwinty Shorer 1 i ne
molter Ptogram
X
2 ) Fx .a-vat '"rt*aterials cannot he used as Iandfi 1 1 within► ?00 teat of the shoral ine without'
�r(i or � provW1 from the shoreline division of t ite Mason County P 1 anv i ng Department
�- ; 11 f from
3 ) Tf,,,mporary erosion oontrol mea=tares must be Implemented to pr ,4ven•t water yual itv
de.� radat i n» uf� adjacent-water 3 car-- wet 1 ands .
X
4 ) A wr6va :bier dimenslons , setbacks , and ,speolfications shown on the submitted site
an .
5 Propose-d_ s jtr-t of itre or a n v po( t i on 't hereof gr "iter than 30" I r+ height from grade ling ,
tnusl~'rn�t i n a i n a m i r, I mum of 5 ' setback from all property 1 i nes , easements and 10 ' from
a t QCou4 s ^ Skate Road right of wavy .
6) A11 approvod plant, are required to be on--site for ins eotion purposes . 1f inspection
Is nailed for and p i ans are riot on site , Approval WV NOT be granted . In addition , a
Re- inspection f me In the amount of $ 30 .00 per ho!.tr (minimum ' hour ) will be charged and
must be i'tgcted by this department prior to any further inspections being performed of
apprt�uto grin&_ed .
i
7 ) PURSUANT TO 1994 UNIFORM 1`10 1 t P I NEB CODE , SECTION 30!,(C ) AND SECTION 513 , ALL. S t TFS MUST
r
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date by
Foundation Walls date by Set Up
date. by INSULATION date by
BG/SLAB Insulation Floors Final
date by date by date by
FRAMING Walls FIRE DEPT.
date by date by date by
PLUMBING Attic OTHER
Groundwork
date b date by
y WALLBOARD NAILING
D.W.V.
date by date by
Water Line FINAL INSPECTION
date by date by date by
I
I
I '
I
i
II
l 1
` MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P,O, Box 186 Shelton, Washington 98584
ANE) LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY . MASONyCOONTY BUILDING
DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A
REINSPECT!ON FEE BASED CAN RATES IN TABLE 3A OF THE 1991 UNIFORM BUILDING CODE WILL, BE
ASSESSED. -TF',0►NNEA/CJNTRACTOR rA I LS TO POST ADDRESS ON SITE PRIOR TO REQUFST I NG
►ySflfC'r KONS .
i
8 ) Akl COf STRU ION MUST MEET 00 EXCEED ALL LOCAL COL ES AND UBC REQUIREMENTS .
9) Changers to approved hu I I d I ng p I ans that effect comp I i anoe _ta--. he 1991 Washington State
Energy Cade, 1991 Ventilation and indoor Air Qua 1t /
Code, the Uniform Bu I I d i ng Code and/or Masan Cau ty 409 €at 4 (.:n� must
be approved by Mason County prior to aonstruot I
10) CONSTRUCTION PROCESS TO HE FIELD CORRI"CTED A R QU ED PER MASON COUNTY BU I €.I:)i NG
DEPARTMENT AND UNIFORM BUILDING CODL�,.X____
1
_ J
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CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date by date by date by
FRAMING Walls FIRE DEPT.
date by date by
PLUMBING Attic date by OTHER
Groundwork date b
date by y
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
i
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Permit No.
�7K -0998
MASON COUNTY
BUILDING PERMIT APPLICATION
426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628
PLEASE PRINT
1 r MiM Phone#
to Address E 997U ��u E(%vi'C �(l( Fire District#U
City (3tNl0tiJ St \- _Zip
Directions to Job Site M\�E OV\tR�\c £y C C �� �oL ��F1P C� Yw-W
-Iunc
Owner Mailing Address -L
�
city hL--, __St�_Zip --Ik bt)-5zk-
Lien/Title Holder
Address
Clty St Zip
#2 Contractor Name n-Rl — Q-kpu\--4" Co for Reg#
Address 9+rpate
City St Zip p `'
#3 If septic is located on project site, include records.
Connect to Septic? Public Water Supply Well `i
Connect to Sewer System? Name of System /'
(If residential, proof of potable water is required) 401 '
#4 arcel No3�?3q - 3q 0
gal
L`
Description s
#5 Building Square Footage: (existing/proposed)
1st FI / 2nd FI / 3rd FI / Loft /
Basement / Deck / #bgdrooms / #bathrooms /
Garag Carport / (Circle:Attached or Detached?)
Other 7j;� sq.ft.
#6 Use of building Lk-�' Describe work
#7 Type of Job: New Add Alt Repair Other
#8 MOBILE/MANUFACTURED HOME INFORMATION
Model Year Make Model
Length Width Serial
# Bedrooms # Bathrooms Type eat
Purchase e $
9 Indicate by circling the applicable source if any water is on or d'acent to subject property:
River Pond Creek Stream Wetland Lake Mars Sal easonal Runoff Other
�I
DEPARTMENTAL REVIEW
FOR OFFICE USE ONLY
Approved Cond. Hold
Approval
OF
Planning: �2� ate(
aA
Environmental Health:
Building Plan Review
Occupancy Group: Type of Const:
Fire Marshal:
Other:
Special Conditions: FEES
/G 8t (d x 6 •s° - y bE ci Z(. • s d Building Permit 7 . Sb
Plan Check 3 `/ • ��
Plumbing Fee
Mechanical Fee
Wood/Gas/Pellet Stove
Radon Monitor
Violation Fee
Site Inspection
Building State Fee � , S�
Other
Other
Building Valuation: TOTAL FEE
_ Tide Lands j
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Tax Parcel Number 32234-34-00150
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33 34 Section 34-Townshi ZZ North-Ran e Z West W.M. I/ 71s.o -�
P _ 9 (Peed Dow)
4 3 section 5-Township 22INorth-Range 2 west 1VJ11. , 3
' EMERSON R. DENNEY. PE
CONSULTma RNalNt<q
38809 191st Ave. SE CIVIL b STRUCTURAL
Auburn, WA 98092 ENGINEERING
Ph. & FAX (206) 939-1373
PROJECT r714a
fS000 h liJ �D�
e yD
Date
FOR
Q.So14
Ws
w � al
9788
EXPIRES
JUL 15 1996
i
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Da toj 119-196 Page
EMERSON R. DENNEY, PE _J.
CONIULTINO lNOINKIn �� �f
38809 191st Ave. SE CIVIL & STRUCTURAL
Auburn, WA 98092 ENGINEERING
Ph. b FAX (206) 939-1373
r (h 9 GlJa.11 �r� �e r r a
ronsi5 o><�s�`acl ec� eco/oyy 6/oc/s
su r ro c% 6 r
� 9
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�ver�9e of �e zoo �ia2`evia�s,
l 1
07 &'o Gf<S
s
area a�' yr�ve/
I r 0. D) >L(4)(1-5)
�r
0 TOZa/ rQrca = 'O 4-
�Vg, w�:
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e �
0 f TABLE 1.1 Equivalent Fluid Pressures for Retained Slopes
gem
Surface slope of Equivalent
1—4" retained soil, Surface slope angle fluid pressure,
horizontal to vertical
II / l+ P.c.f.
12 5 —CD Level 0° 0' 0" 30
5 to 1 11° 18' 36" 32
4 to 1 14' 02' 10 35
3 to 1 18' 26' 06"' 38
`rR(aL 5E CTl QM
2 to 1 26' 33' 54" 43
1 Y' to 1 33' 41' 24" ��. 55
GG / 1 to 1 45° 0' 01. 80
L�u/v A/a 1presyal-e
S11014e of rez`���eo� ear�I� 1 vertical on 1� Gro��zor�z`a/
/ro7n Tab le c-0 Yl yG t "? v ve
/0 sf
U.sed /� � o�osiy21 U'ca,
'-�)s d �r/angular d,s���6�t�on
Pa
S Height from base, feet H = 12 . 33
footing,Width of
' g, feet B = 8. 5
---- -- - Length of toe, feet T = 2
\\\///\\\///\\\ Thickness of wall , inches S = 12
Thickness of footing, in F = 16
Active equiv fluid pr, pcf = 55
Surcharge above top, ft = 0
� Unit weight of soil , pcf = 135
Ultimate sliding coeff = .45
H
Ultimate passive pr, pcf = 400
Depth of passive resist, ft = 2 . 33
Unit wght of concrete, pcf = 150
Vert load @ t.o. wall , kips = 0
F : * OVERTURNING, safety factor = 3. 39
SLIDING, safety factor = 1 . 5
RESULTANT, eccentricity e = . 68 ft
* FOOTING TOE PRESSURE, q = 2004 psf
FOOTING HEEL PRESSURE, q = 705 psf
Print; Continue, or Revise (P/C/R)? '
: DIST from; FACTORED; REQ'D AREA ;
; TOP of MOMENT REINF STEEL ;
- ;WALL ( ft) ; ( k-ft) (sq-in/ft)------------
;
f'c = 2500 psi ; 1 . 10 ; 0. 02 ; 0.22 ;
fy = 40 ksi ; 2. 20 0. 17 0. 22 ;
USD Load factor = 1 . 7 3. 30 0. 56 0.22 ;
; ,
COVER FROM CENTER OF BARS : 4.40 1 . 33 0. 225 . 50 2 . 59 0. 22 ;
H Cover at back face = 2 . 5 in 6 . 60 4.48 0 . 22 ;
Cover at top footg = 2 . 5 in 7 . 70 7 . 11 0. 25 ;
Cover at bot footg = 3 . 5 in 8 . 80 10. 61 0. 38
9 . 90 15 . 11 0. 55 '
11 .00 20. 72 0. 77
F: i
TOE at OUTSIDE FACE OF WALL ; Jo-
-'-'-' Mu = 5 . 79 k-ft '
Req'd As = 0.38 sq-i n/ft E�-Z,�rOf/lo�l
' ---------------------------- ' ,c /<--T-> HEEL at FILL FACE of WALL /j
<-------- B ----------> ; Mu - 17 . 98 k-ft ' y
= O�
Req'd As 0.46 sq-i n/ft '
( Print or Revise (P/R)? -------------------------------- , bars
ri^ an t`aI #5@�
/ /o Z keen or *7CZ/&
14 =D. O 2 = z z
O s AS o. o�ozs�i z) =
L e 6 c face �7"yp, al/ l2!'wa/�s
P, 3
w
�w @� �La
�u � 12 (AEG.)
Q
o � -*4 V 6 48 A TER N ar>:
BUT-muz 55
OUTLINE ._
44 H @ 1 ,2
EACH Ar cE 5 �
o W/24" ►
HOOKS
� N
i
C,3UTTRESS
�I
tom.
n
,F) 2 2'/2 CTYfl )
c L ta.
O5@8
OK *
7 @ l�
2��C L-t7-. (- YF)
ir
3'►
1
0 3"aR
Ilk
2(0 1,2" V
SECTION
Al
' -S Height from base, feet H = 10 ,
' Width of footing, feet B = 8. 5
Length of toe, feet T = 2
Thickness of wall , inches S = 12
Thickness of footing, in F = 12
Active equiv fluid pr, pcf = 55
Surcharge above top, ft = 0
Unit weight of soil , pcf = 110
" Ultimate sliding coeff = .45 H Ultimate passive pr, pcf = 400
" Depth of passive resist, ft = 1 .0
Unit wght of concrete, pcf = 150
Vert load @ t.o. wall , kips = 0
F' * OVERTURNING, safety factor = 4. 37
SLIDING, safety factor = 1 . 39
RESULTANT, eccentricity e = .42 ft
FOOTING TOE PRESSURE, q = 1228 psf
FOOTING HEEL PRESSURE, q = 670 psf
' <-------- B
Print, Continue, or Revise (P/C/R)?
-S : DIST from; FACTORED; REQ'D AREA ;
; TOP of MOMENT REINF STEEL ;
;WALL (ft) ; (k-ft) ; (sq-in/ft)
; --------- ;--------- ;------------
f'c = 2500 psi 0. 90 0.01 ; 0. 22 !
fY = 40 ksi , 1 .80 0.09 ; 0. 22 ;
USD Load factor = 1 . 7 2. 70 0. 31 0. 22 '
" ; ;
COVER FROM CENTER OF BARS: 3. 60 0. 73 0. 224. 50 1 .42 ' 0. 22 '
' H Cover at back face = 2 . 5 in Cover at top footg = 5 . 40 2 .45 0. 22
2 . 5 in 6 . 30 3. 90 ; 0 . 22
Cover at bot footg = 3 . 5 in 7 . 20 5 . 82 0 . 22 '
' 8. 10 8. 28 0. 30 '
9 . 00 1 1 . 3 6 ; 0.41 �--�- #5@ 9
--------------------------------
F ' TOE at OUTSIDE FACE OF WALL ;
-'-'-' Mu = 3. 52 k-ft pro V!o%✓
\\\///\\\///\\\/// Req'd As = 0. 29 sq-in/ft
_ ;------------------------------
' <--------< -T-� ' HEEL at FILL FACE of WALL
B ----------> � Mu = 8. 98 k-ft #&.
Print or Revise (P/R)? Req'd As = 0.32 sq-i n/ft �--
r�Sl -
due Lo 1�
. y k�� fr&".t D6cLireSS lve� �i
side u�a1/So�/ > is fro h, Elsa a/ue 60 he
y
�roor 8 fir`, Wa//
/ 7
S
Date 5- 6 Page
EMERSON R. DENNEY, PE
CONIUlnNO[NOIN[[R e «! ll
38809 191st Ave. SE CIVIL & STRUCTURAL
Auburn, WA 98092 ENGINEERING
Ph. b FAX (206) 939-1373 BGYD la �
10
� ll
i
--- -- ---- - - --1
�V 6) 48
¢H @ l2
t:-qCH FACE-
H06K5
0
O OR4G S
Of
N
2�- U 112
SECTION
V ^ �,_o@
-S- Height from base, feet H = 8,
Width of footing, feet B = 7.5
_ Length of toe, feet T = 1
�
Thickness of wall , inches S = 12
Thickness of footing, in F = 12
' Active equiv fluid pr, pcf = 55
Surcharge above top, ft = 0
Unit weight of soil , pcf = 110
' Ultimate sliding coeff = .45
H
Ultimate passive pr, pcf = 400
Depth of passive resist, ft = 1
Unit wght of concrete, pcf = 150
Vert load @ t.o. wall , kips = 0
F � * OVERTURNING, safety factor = 5 . 52
A * SLIDING, safety factor = 1 . 75
\///\\\///\\\/// * RESULTANT, eccentricity e = .44 ft
* FOOTING TOE PRESSURE, q = 1155 psf
FOOTING HEEL PRESSURE, q = 553 psf
' <-------- B
Print, Continue, or Revise (P/C/R)?
-5- � ; DIST from; FACTORED; REQ'D AREA ;
; TOP of ; MOMENT ; REINF STEEL ;
- ;WALL (ft) ; (k-ft) ; (sq-in/ft) ;
f'c 2500 psi
-------- , ------------;
= ; 0. 70 ; 0.01 ; 0. 22 '
fy = 40 ksi ; ; 1 .40 ; 0.04 ; 0. 22 ;
USD Load factor = 1 . 7 ; 2. 10 ; 0. 14 ; 0.22 ;
� � ; 2 .80 ; 0. 34 0. 22 ;
COVER FROM CENTER OF BARS: ; 3. 50 ; 0. 67 ; 0. 22 ;
H Cover at back face = 2 . 5 in ; 4. 20 ; 1 . 15 ; 0.22 ;
Cover at top footg = 2. 5 in ; 4. 90 ; 1 . 83 ; 0. 22 ;
Cover at bot footg = 3. 5 in ; 5 . 60 ; 2 . 74 0. 22 ;
6 . 30 ; 3 . 90 ; 0.227 .00
5 . 35 ' 8
' ----------- _____ ___ _ ____
' "ter- the
F; TOE at OUTSIDE FACE OF WALL ; --/
-'-'-' Mu 0. 83 k-ft ''-� novidCO
Req d As = 0. 29 sq-in/ft 'A
--- Y
HEEL at FILL FACE of WALL o VeYt,
<-------- B ----------> ; Mu = 5. 63 k-ft
Print or Revise (P/R)?
Req'd As = 0. 29 sq-in/ft '
------------------------------- ice
Oa te--7 115IF6Page
EMERSON R. DENNEY, PE
CON[ULTiNa[NOIN[t!1
38809 191st Ave. SE CIVIL b STRUCTURAL
Auburn, WA 98092 ENGINEERING
Ph. b FAX (206) 939-1373
ell
*4v @ 4-8 *5 @ 1'a
1
OR -*+ @ to
:t- 1
EACH f^ACE �a b ��Is ,, f{GbKS
O
n Q
o
6 d
o
5 O 12
O V I
N
12" 10,
SECTION
'-S Height from base, feet H = 8
Width of footing, feet 8 = 4.67
Length of toe, feet T = 1
Thickness of wall , inches S = 8
Thickness of footing, in F = 12
;
Active a uiv fluid; q pro, pcf = 39
Surcharge above top, ft = 0
Unit weight of soil , pcf = 110
Ultimate sliding coeff = .45
H Ultimate' passive pr, pcf = 400
Depth of passive resist, ft = 1
Unit wght of concrete, pcf = 150
' Vert load @ t.o. wall , kips = 0
' F ' * OVERTURNING, safety factor = 2 . 97
SLIDING, safety factor = 1 . 5
RESULTANT, eccentricity e = . 57 ft
' _ * FOOTING TOE PRESSURE, q = 1373 psf
FOOTING HEEL PRESSURE, q = 216 psf
; <-------- B ----------> ;
Print, Continue, or Revise (P/C/R)?
-5- � : DIST from; FACTORED; REQ'D AREA ;
; TOP of ; MOMENT ; REINF STEEL ;
;WALL ( ft) ; ( k-ft) ; (sq-in/ft) ;
' ' --------- ' --------- ' ------------ '
f'c = 2500 psi ' 0. 70 ; 0.00 ; 0. 14 ;
fy = 40 ksi ; ,
USD Load factor = 1 . 7 1 . 0 0. 0. 14
, 2. 10 , 0. 10 , 0. 14 ,
' � � ; 2 . 80 ; 0. 24 ; 0. 14 ;
COVER FROM CENTER OF BARS: ; 3.50 ; 0.47 ; 0. 14 '
H Cover at back face = 2 . 5 in ; 4. 20 ; 0. 82 ; 0. 14 '
Cover at top footg = 2 . 5 in '
' ; 4. 90 ; 1 . 30 ; 0. 14 ;
' Cover at bot footg = 3 . 5 in '
' 5 . 60 1 . 94 ; 0. 14 ;
6 . 30 2 . 76 0. 17 '
o 7 . 00 ; 3. 79 ; 0. 24 #4-Q10
F' ' TOE at OUTSIDE FACE OF WALL ;
Mu = 0. 97 k-ft '
Req'd As = 0. 29 sq-in/ft ;
' -------------------------------- '
HEEL at FILL FACE of WALL ;
; <-------- B ----------> ; Mu = 3.49 k-ft '
; Req'd As = 0.29 sq-i n/ft
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Print or Revise (P/R)? ;--------------------- #�
' ,5"
EMER80N R. DENNEY, PE Da to Page
CONSULTING ENGINEER e (4i(n C"
38809 191st Ave. SE CIVIL a STRUCTURAL
Auburn, MA 98092 ENGINEERING
Ph. b FAX (206) 939-1373 BCYJD �a �
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-DETAIL @ L EFT (NOPzTH - rz:--A5TERLY) W ING WALL
SECTION
Ri t jyi n C/Jall ID
-S Height from base, feet H = 5 . 5
Width of footing, feet B = 4.67
Length of toe, feet T = 1
Thickness of wall , inches S = 8
Thickness of footing , in F = 12
Active equiv fluid pr, pcf = 55
Surcharge above top, ft = 0
Unit weight of soil , pcf = 110
Ultimate sliding coeff = .45
H „ Ultimate passive pr, pcf = 400
Depth of passive resist, ft = 1
Unit wght of concrete, pcf = 150
Vert load @ t. o. wall , kips = 0
F . ; ; * OVERTURNING, safety factor = 4.55
SLIDING, safety factor = 1 . 67
RESULTANT, eccentricity e = . 28 ft
FOOTING TOE PRESSURE, q = 767 psf
FOOTING HEEL PRESSURE, q = 361 psf
' <-------- B ----------> '
Print, Continue, or Revise (P/C/R)?
-5- ; : DIST from; FACTORED; REQ'D AREA ;
; TOP of MOMENT ; REINF STEEL;
; WALL (ft) ; ( k-ft) ; (sq-in/ft) ;
: --------- : --------- ------------ �
f'c = 2500 psi 0.45 0.00 0. 14 ;
fy = 40 ksi ; 0. 90 ; 0. 01 0. 14 ;
USD Load factor = 1 . 7 ; 1 . 35 0.04 0. 14 ;
1 . 80 0 .09 .; 0. 14 ;
COVER FROM CENTER OF BARS: ; 2 . 25 0. 18 ; 0. 14 ;
' H Cover at back face = 2 . 5 in 2 . 70 ; 0. 31 ' 0. 14 '
Cover at top footg = 2 . 5 in 3 . 15 ; 0.49 ; 0. 14 ;
,
Cover at bot footg = 3. 5 in 3 . 60 0. 73 0. 14
4.05 , 1 . 04 ; 0. 14 ;
4. 50 ; 1 . 42 ; 0. 14
-------------------------------- '
F TOE at OUTSIDE FACE OF WALL ;
Mu = 0. 50 k-ft ;
Req'd As = 0. 29 sq-in/ft
'-------------------------------- '
HEEL at FILL FACE of _WALL ;
<-------- B ----------> ; Mu = 1 .50 k-ft ;
Req'd As = 0. 29 sq-in/ft ;
Print or Revise (P/R)? ' -------------------------------- �
Da te_ /lam Page
EMER80N R. DENNEY, PE
CONBULTINO KNOIN[[II
38809 191st Ave. SE CIVIL & STRUCTURAL �or' L�plc,F�p���ppr-moo
Auburn, WA 98092 ENGINEERING
Ph. 6 FAX (206) 939-1373
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sECTION
' Date 5 Pagej
EMER8ON R. DENNEY, PE
CONlULTMQ KNOIN[ER
38809 191st Ave. SE CIVIL & STRUCTURAL
Auburn, WA 98092 ENGINEERING
Ph. b FAX (206) 939-1373 _47,
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