HomeMy WebLinkAboutSTRUCTURAL PLANS (2) - 06-00330 - AMET BuildingStructural Cover Sheet
RB CONSTRUCTORS
AMET 50x 150
REXBURG. ID
coma
1. The OwNada WO way as dRnmeFn pFh k elating
'emrMen. The Nddc! eM be Wfed Of pw darpahb a
Fa well, h
2. hWmore he rawness
3. Nan aid me m ONe Aa.HN. shoe sae pakeme are ken
gems ndn ad he yaws ddaIs.
4. N .are awl cmiam N Ne nw2mwn standard, Of faloAq melon
IPA 2003 hlrmeer&•1d n Code (IBC), and awn regFWq
a2enam III Ace auweiy mr my µtic NW Na w K odd bore
coda and slaked Fled h ham Was and h the pied
siamcalare.
& See NN are hhal dmb0e fa he lalanrq:
Sae sea bc6m a door air endow o,&0, ore aM Wei a
hWbr and edabr an-hofng mrti u' ON add barwn d
hood. wba floor dam, seam. depeeeN sma dwrgre F YW,
damin, graze, hw1s. era., size and badion a floe ad rod
hop he, floorhe ebmWml anew, aarq aalNh., edMar e
axwxnlsu
S. See Wixxnixal, 0'", W ewcwcd &.0, Fa Ne IaMAp:
Ppa, cam, ele ., bercem wd floor and lW mHya duct
pmeUoean es,., e W as dawn Or Wed. ebufhd Maws rum,
bass, Ma, h wee eM NOW. oxcrah haab Fa Na1rM,
maknwd « mek' lucre, saw W nmWn 0 mahwe err
'quiamm
taxes, awthar falls
7. fee Stivav GaANelW spec ual'lOm mm W ON
Waxed chosen. D e W hdade Ne mehk d .1r rasa.
& IN CaNmda Nor pace as mmwm nmmery to paled Ns
structure " cemarecsn. SaA mmsree hod hide, but
W be lnBed tat brarig aN pwln9 la bah dN to hydmdak.
waft, hNd ur w4aa lam, wribuctan aWKNId, .e Okawtim
was to lease by Ne Shucwd En fear Noe W wore hpaksaa
Of Ne dove New,
9. Nor y Ne Snehum &*Wx shs, d waq by Wass. wahe Waken
pease. siz. rM hoes, w the M<bra dn5q, U .tech ON
laded a Ne cam N mmMa
IQ N shadows eel wdm WM dad k the wju oPpaa a she
ad miewne 6y N. 9awmmenid epoxy FAAy pdedhtim ear tlF
11. = has hwd'gets Ne was durhq ," aM Mh wM
aawsane Ter Net excrsera a bared Ohdaes shore
s e ue /e�aw14W Ne sm[Ws NBd k�wN
knemately
12. Owaxhxbh mowishe hod k preW M am pbeed m hM Mars
a more. area , fwtan nalaRal bad awl h need Ne daNn
he bad xt pose Wool amide oi, elo shodnq ad/a bong
she, W We, Ma ed dlN S dwgn Wewlh
13. Rap aairgl a main a tm (1) urea self la mks, as
deed d (i) adµ cal am (IJ eeph eel.
1 AOONCRl OWN of and peiatip to N. aMeG meabactm aa5 h h
aaaem INN AO 318-95, 'Bsdip Coe RyuRenenh la Renfaced
cao ah- am he bbw whm Of 4pWmstimw W SNrtbrd
Omade la B days', AD 301, aM m lakarknw an Was m he
papa &Whw cad\« petlflmVa^%
2 Wade elk dealem del be wbmiNs to Ne SlnxWd LWhes ear
mar. Al mu am" Neal be dmigred !/ a "had ledhg
wbpalo 1 air shoe be W sNgee by a CM Do. eMmd h ea
ad. a owe
7. PMFk amea she edam a N1N CiSo yy. 1.
4. of 0, elm be and h .Man dem. Nor pwee dM mm b aaa
A9If C81A elm E. The we, of OW N GMtl to 2x. anus
odNan rA. ear 8y oN dale be aaea b 15% of the cemea waght
Re robed« awl erns, erg mrsfasee whey he M as a h
amdana sty he above oleo!¢.
& .made aggppreac4gaF aamE b�drequiawM.
wN appal a be Slnchld BgNee.
/. Sam'p MARe 28-day apple & aka n a t08owa
LOCATION OF OORCRDE STROWN, Ps TYPE
FONNCS 3AN WAD ROOK
SLAB ON CANE ;WO NeAD NCI(
Role: 3000 Pe mvaele cached Ia
apause and dad5y
7. IN W&W Of &6my Of mmsts, MMus bated h amdsm, ad,
AS7N Cast shoe k d cad IN value ;W by ea ewawa h eaW
8.5.1 Of .Yew 3181a we "milled hoarse l8-day IseWh.
8. Ocno*, MAN apus0me, ee., da0 be h aaaenae aN, NIN 04,
9. M Perk Or W rode lampNe. a pan, W.. NO
axe10, Cwda paaaadullameet" be N a OxxuON awh 0elemed 304 ass
paled psWmbma'AS Imoet. Mom WOW ekF Neats h
eral Notes
I. aw me'a" Of
We *awn meetly box, Ns be m
whe
ROSS
A) CNOdIE CNI M.015f ND
PaNA'iNLY DPW TO FARM 3
8) CONCRUE DOMED 10 EARN OR VxMa
N& 5EARMOMKIn 1 1/2
C) LWXMEIE NOL FlffOsm ro WL1PaA
OR IN CNDNT WIN MSOLND. It*.
SIAK µ M x0T4
N& 14 NO NO, 18 BW 1 1/2
W. 11 BAR AND SIWIER 3/4
D) Ala NI FtWE. 2 HCHES COLOR FNOY 70P.
12. Fr« b mroeW placemmt d rehfW" ban• abler Wth ad
War Mande NION had be WI cowed N pmem.
I1 if ho d ppa a eWN/ad µduty shel NO pan INOWS chase
'$.I a beams a me eP." eased.
14. Urea odapiew imixted h am medlaa of Or ewchul husy. Or
Woad pa am, rW1bWW ppa well eNclreal omwh Ada
Pea Nroagh orb m . mnarele m des edt Hard mmMe
Me, aA .see raaha Yeree. N ismn ON ryuhk. UN
seem chat k mom pk b 0" mWaO.. M W ammy
m'aNaig wake aM heals eh iw,a 0.0. omaiw e
In ma.0. b W omAla, "Ify W Shuound Eaagmer shooN
of cmdMnv W dos, m Ne drxaenl aarinps.
15, Wa w eruption d wabe m gads aM mn«da m aW deck bN
aaee dmwle a nwa.nita ape• one\a embeds deAkd candsb
thh
(dho Nor tlwae be " helgh) m e, roe hued Mates,
es Ne der
eawas a ad Nat h anWM O' he cop air bowam weaaag
FF. w \are eta7k ndule . Cacehotian a ON owwd
pyw Nnael� apm�ub nwpMlgW pass as h aadk
I8. Fa doF m qae m pan a Mdu9eiha N pFme akin Ibe
Fdmled wxNtI sob Nwban anew daft h boom bobs, us,
eau wN ee pmneay ddas all"m.
17, A,, aWrp ashemode and an cease M'e to reads o What
W fuwh sae k aproNd by Ne FaiN ApphaW hem us,.
18. NsyNAN Slow: Y la sbbe and lodhg. & e he axes.
ConeWctim to h he aewrdorce.Nh Ash 318-89 (11-92), YM 2 -
seamersh Fa TWe ok Nalkioa' ad 7M 3 - Ca,wwctim
R OwxW'� Ixalbn Wrah'm a p0r mus ha apprmd
am
19. Shaw and arms aware ease W are lease In a krMW pore.
N vNfam wA well be aonenua, BYaph al mlebaibn joise.
M. Boss jean. le ddv m qwe aN be mode m aM as powNe
OWN
jahtz O N Ne Maa
21. CW h jat I are W Fydwd eh exham., bCO may k feel es mnhal
aodeg s Ue awn/mtralm aptian. W W lake Nam ON Of
wggnlM Fmtima actual IM bmdene n tei be daWniul by N.
Marsha mhata.
FOUNDATION
1. IN IaweMn aaWm ie dmgW Eckman ORO"wN prawe a
1500 PS la V.* bade. jM9vomQ
2. EtleM Of Maur f.*V 24' snximrn Was, framed Wade.
& M fma, as boa he. Nor . I Yaticd to 1.5 haemla
saps amw ally acwean, eveew Or paaM.
4. Thus sal h gn c«naatim (Am 01557 11"fled hotter Dan*)
of d Wo was under rah m geld..
S. 1M aaNala shwa prorN. ear props da"I" Of eamab'nN M1um
µfor. Who, IxAmI maw, eupal, era.
S. coo Ns vome I« be hwdaeon and deign a A
e the earth were, sppat pry O*kq A* nM abgmley Italia7. N abandmk uaFe, laaYn9A der, that NONIM NA ea how
Wastes ad be, renewed. NOWy Ne CN Ealhea shoed my
fama". W exi" Audures Is ammlaed Nd ore W ohms m
S. Enotinge " W plead M nWmled aaadnp Is OWN sham m
N. &abga fanatic, for fa trey was be approved by Bs, CWxWW
Dmr�Prior Fr spaaF9 IAemueF ad Ne erwSm.H The
ore re#r la'repaEm.
Tho Owswimal Fagber Nell NEW a Flier a anplmae a the oma.
Nwad eel awmsaad at New hp" W be Whed by the Wea-Fd
&WNw. Iawg elaedom er fmbN dales, W be awed by ahoy" order.
S. N ocharlwas, sag h papery kd m Budd, wall k M-krk y
Now,hd b Ice, a ft 0I a he CmtakiW E*.,, ire
,erode hei repM fer nmu'nheaus. flwdrg was W be aamNld.
10. The MnbcW caw W MOM WIN! wss ban bN mmae mF
hm News sub deep ehagN. ik Cmhata sae brow a anted
ON W. box, grade free, Islas bsx mewl dWwj framed wak
ON mvalay m plod ad how, reused he dwgn ore s. Tk
COWWO, she poYde la he eeiis. pry lepuhed Parma air
ft iMdOW Of wu wag sad poeab'an.
Normal Snail. Ifni a wOA.1E)
1. N rant" dW ahN m culled ad pales h a««dmre wN
he Us, Code Rap&usane far AAdnk clema (An mil -sae)
air N varud a Seemed Praha la RANMed avow
QxmneEm' by OM od wcAsl as nasFd by Ba p clact slumps W
epde.
2. Warned!
laladrq bon Nab eaaam to Ne agiwanb a A9511 NIB
"A M.
3. AlNy ar el Wr be is ar p be call
4. rspk" s bar bmde Noe h made mid.
& lap pica on h made fW worn Nam 0 he ehuclurd N, he
8. same sa es. a hlwm Ia4ge and Isle a c dfisd Ns l he
NNIa amen. ire. posy air gnus m iM paifis rNUcs
Freaaq, an.a
7. IA R'rdortiq bon ease a palmed a bow MaOfimCw eel m mode
Non N Taw h-puce hepatic pan
DESIGN Cm1ENA
Mal Nlq W B
faaaM1 IA
SwNw L
s hw& w
Faxeserfilhodcle La
F o.11
all 1
Ne 0.11
Yaer. o
LWNe a
Ado Bash
I. AxM Blwe awl k NIY A-N melons.
2. Nwsr BNe Noe 1 we sped Weevils per BC oxaphr 17. Special xWenken
nwvirma nl coy In esm by beady a keel a permed by 6 capla 17.
Niecdoao-n
I. Cmbadar eke W1, agixa a pry YahMre In d'mmema
2 The elpner u W l.panwWe i« pry dMatiom Boss Nm pWro uao. attll
degas ON aAhMwd h wWllg by the spa«.
sFEaA. awmer xi Y/NL BE mom FOR Oet FQLOw se BmucNaNl waN:
1. CmMb:
Dap la saprng W tmug. hpmtia W
m stem am and baba irce 2500 P9 cam used h W n81dwgn
2. BeN+ ad m,heed plda beaker N maaMe.
3. Sams arm:
(a) Ex, had ya! M use air Nodlechg bon
LOCHSA ENGINEERING
OFIDAHO
1311 W. Jefferson St,
Boise, Idaho 83702
Phone (208) 342-7168
Fax (208) 342-3079
Sheet List
DWG# DRAWING TITLE DATE
SO STRUCTURAL COVER SHEET
S1 FOUNDATION PLAN
S2 TYPICAL DETAILS
S3 TYPICAL DETAILS
S4 TYPICAL DETAILS
symbol
Leg(
-� Slope Direction (down)
Span Direction
QD'-� Miscellaneous Elevatlan
MI-0. Floor or Steel Elewtian
[00] Number of Headed
Shear Studs Required
0 2 Rigid Connection
c=0" Camber Up
N Indicates Size of Deformed
Bar. A
AT Spacing Center to Center
Din
DiraWhich in Which Bore Extend A
Limits of Area Cowed By Bars
or Past Tendon
fd
,a �� de
M•Braced Froro
ks->�H
��Brace Down
_-g- -- was Step In Foundation
Weldor
(FootNg)
S�bt
Change (Step) In Elewtlon
A Slip Critical Connection
Number Bolts flow
of per
Number of Rows
Abbreviations
At w A for
AMa SIR
a}n
fmllnme
eW.
pa
AVa
IYSn
WHIP.
au
anNdv
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U.
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ee
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BA
abuse.
omawae
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es
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a
orb
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Ae , ezblY cab 7ewy aA
how
b="I
en
M'aw Melba uxexw
axenh
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fM
new w
AM
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Net
B.M w SwI$A
a
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Mel
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twean Ow.)
MT.
fawxw,[lin
Masonry (CMU) Well
Concrete Wall
Earth
New Construction
Existing Construction
Section out
Ele nation Reference
Nath
9 per AWS
oral Steel per AISC
cis far Concrete per ACI
DRevision
marm
am,
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wrmrm.
alwware
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.AAd3a1 RMEa'NIN
of Idaho
1311 W. Jefferson St.
Boise, Idaho 83702
Phone 4208) 342-7168
Fax (208) 342-3070
LE JOBw 082188.00
All STRUCTURAL MAUS USED ON
1N5 PLW NE COafRIGN20 OF
LOCNSA ENNNEERINC OF OOMO.
ME RE -USE OF ANY DIUMS Mo
CONCEPTS 5 NOT AaEPr1BlE
W Diff WRme! CONSENT OF
LOCHS.A ENGHEDONG OF IDA O.
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ENONIENF R. AMAFFEY
NAM: S. IIEUOGG
G
sheet Number I
so�
O
C
C
C
FOOTING SCHEDULE
MARK
WIDTH
LENGTH
THICK
REINFORCING
TOP
BOTTOM
F6
6'-0"
6'-0"
12" MIN.
7-#4 EACH WAY
7-#4 EACH WAY
F8
8'-0"
8'-0"
12" MIN.
9-#4 EACH WAY
9-#4 EACH WAY
n n n n n
NOTES:
I. SEE DETAILS I AND 2/S2 FOR LAP
SPLICE LENGTH AND BAR
DEVELOPMENT LENGTH
2. SEE DETAIL 2/S3 FOR BAR BENDS
3. SEE DETAIL 1/S3 FOR EXCAVATION
NEAR FOOTINGGS & UTILITIES
4. VERIFY ALL DIMENSIONS WITH
METAL BUILDING MANUFACTURER
5. SEE DETAIL 3/S3 FOR JOINTS IN
SLAB ON GRADE, SJ = SLAB JOINT
6. TOP OF SLAB = 100'-0" TYP UNO
TOP OF FOOTING = 98'-0" TYP UNC
7. SEE DETAIL 4/S3 FOR OPENING IN
SLAB ON GRADE.
n6 n7 n8
150'-3"
0
T TO OUT OF CONCR
E
1 1/2"
150'-0.1
20'-3 1/8"
21P-5 1/8"
21'-5 1/8"
21'-5 1/8"
21'-5 1/8"
21'-5 1/8"
20'-3 1/4"
1
3
4
F8
F8 S
54 TYP F8
F8
F8
F8
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"FROM
DE REINF. WITH 13x13
5xD5 o
i SLAB CONTROL
EE
S4 0
''
'ol
WWF
TOP TYP., OPTI
N: #3 AT 18" O.C. EACH
5.JOINT
TYP,N
o �'
N
WAY
LACED 2" CLEAR FROM
TOP OF SLAB.--�
NOTE
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FOUNDATION PLAN
SCALE: 3/32"=1'-O"
� #4 HAIRPIN WITH 5 -0
LEGS, TYP. 6 LOCATIONS
AT GRIDS A AND D
7
LANJBIl C/NLL\3'I'NI\V r,
of Idaho
1311 W. Jefferson et.
Boise, Idaho 83702
Phone (208) 342-7168
Fax (208) 342-3079
LE JOB* 0621e8.00
ALL STROCTUR& DETARS USED DN
THIS " ARE CORYR 0 OF
LOCHSA FNGINEERNG OF O .
THE RE -USE OF ANY DETAS AND
CONCEM IS NOT ACCEPTABLE
M %M NOTM CONSENT OF
LOCH51 ENGINEERING OF IDAHO.
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DARE: "y 10. 2009
ENGINEER: R MANAMY
ORA": S. KELLCGG
CHECKED: R. MMIAn
0921MOO
mAslans:
shat number.
S1
BAR
SIZE
LAP
GLASSCASE
f'c = 3000 psi
TOP BARS
OTHER BARS
1
CASE 2
CASE 1
CASE 2
A
22
32
17
2
#3
B
28
42
22
32
A
29
4
2
33
#4
B
37
56
29
43
A
36
4
41
#5
B
47
70
3
54
A
4
64
50
#6
B
56
84
43
64
A
63
94
48
72
#7
B
81
122
63
9
A
72
107
5
8
#8
B
93
139
72
107
A
81
121
62
9
#9
B
105
157
81
121
A
91
136
70
105
#10
B
118
177
91
136
A
101
151
8
116
#11
131
1 6
Ini
I151
TEN
f c = 3000 psi
BAR
SIZE
TOP BARS
OTHER BARS
CASE 1
CASE 2
CASE 1
CASE 2
3
22
32
17 1
25
4
29
43
22
33
5
36
54
28
41
6
43
64
33
50
7
63
94
48
72
72
107
55
82
9
81
121
62
93
91
136
70
105
11
101
151
78
116
#14
121
181
93
139
#18
161
241
124
186
NOTES:
1. TABLE FOR USE WITH NORMAL WEIGHT HARDROCK 7.
CONCRETE AND GRADE 60 UNCOATED REINFORCING BARS.
FOR LIGHTWEIGHT AGGREGATE USE 1.3Q
2. CLASS A - HALF OR LESS OF THE BARS ARE SPLICED
WITHIN A REQUIRED LAP LENGTH.
CLASS B - MORE THAN HALF OF THE BARS ARE SPLICED
WITHIN A REQUIRED LAP LENGTH.
3. TOP BARS ARE HORIZONTAL BARS WITH 12" OR MORE OF
CONCRETE CAST IN THE MEMBER BELOW THE BAR.
4. FOR BARS ENCLOSED IN STANDARD COLUMN SPIRALS, USE
0.75Q OR 12" MIN.
5. LAP SPLICES OF INDIVIDUAL BARS WITHIN A BUNDLE SHALL
BE 1.2Q FOR THAT BAR IN A 3-BAR BUNDLE AND 1.33Q
FOR A 4-BAR BUNDLE. ENTIRE BUNDLES SHALL NOT BE
LAP SPLICED AT THE SAME LOCATION. SPLICES FOR
INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE STAGGERED
SUCH THAT THEY DO NOT OVERLAP.
6. Q - BASIC LAP LENGTH, SHOWN AT LEFT,
SPLICE
NOTES;
1. THIS TABLE FOR USE WITH NORMAL WEIGHT HARDROCK
CONCRETE AND GRADE 60 UNCOATED REINFORCING BARS.
FOR LIGHTWEIGHT AGGREGATE USE 1.3 Qd.
2. TOP BARS ARE HORIZONTAL BARS WITH 12" OR MORE OF
CONCRETE CAST IN THE MEMBER BELOW THE BAR.
3. FOR BARS ENCLOSED IN STANDARD COLUMN SPIRALS, USE
0.75 Q d OR 12" MIN,
CASE SELECTION
-FOR FOUNDATION REINFORCEMENT USE
CASE 1 UNO.
-FOR COLUMN REINFORCEMENT AND DOWELS USE
CASE 1 UNO.
-FOR BEAM REINFORCEMENT USE
CASE 1 UNO
-FOR STRUCTURAL SLAB REINFORCEMENT USE
CASE 2 UNO.
-FOR SLAB ON GRADE REINFORCEMENT USE
CASE 1 UNO,
-FOR WALL REINFORCEMENT AND DOWELS USE
CASE i (EXCEPT AS NOTED BELOW) UNO.
-FOR WALLS WITH A SINGLE MAT OF STEEL
CENTERED IN THE WALL, USE CASE 1 FOR WALL
REINFORCEMENT AND DOWELS UNO.
-FOR CHORD STEEL REINFORCEMENT USE
CASE 2 UNO.
60 UNCOATED BARS
4. DEVELOPMENT LENGTH OF INDIVIDUAL BARS WITHIN A BUNDLE
SHALL BE 1.2 Q d FOR THAT BAR IN A 3-BAR BUNDLE AND
1.33 Q d FOR A 4-BAR BUNDLE.
5. COMPRESSION DEVELOPMENT LENGTH (ONLY WHERE INDICATED
ON DRAWINGS) FOR GRADE 60 BARS USE 22 BAR DIAMETERS.
6. CASE SELECTION
-FOR FOUNDATION REINFORCEMENT USE CASE 1 UNO.
-FOR COLUMN REINFORCEMENT AND DOWELS USE CASE 1 UNO.
-FOR BEAM REINFORCEMENT USE CASE 1 UNO,
-FOR STRUCTURAL SLAB REINFORCEMENT USE CASE 2 UNO.
-FOR SLAB ON GRADE REINFORCEMENT USE CASE 1 UNO.
-FOR WALL REINFORCEMENT AND DOWELS USE CASE 1
(EXCEPT AS NOTED BELOW) UNO.
-FOR WALLS WITH A SINGLE MAT OF STEEL CENTERED IN THE
WALL, USE CASE 1 FOR WALL REINFORCEMENT AND DOWELS
UNO.
-FOR CHORD STEEL REINFORCEMENT USE CASE 2 UNO.
EXTEND BAR AS FAR AS POSSIBLE AND BEND
WITH 90 STANDARD HOOK WHERE Qd
CANNOT BE ACHIEVED
FACE OF SUPPORT
II Qd
2.00Y1 A LL' \VNREL' W
of Idaho
1311 W. Jefferson St.
Boise, Idaho 83702
Phone (208), 342-7168
Fax (208) 342-3079
LE JOB. 082188.00
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FILE: 082168.00
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FOUNDATION —�I ,--, FOUNDATION
OF
I —6
/ MIN. 1
BOTTOM OF EXCAVATION �/SEE CIVIL DRAWINGS FOR
SHALL NOT EXTEND EXISTING UTILITIES
BELOW THIS LINE
FOUNDATION PARALLEL
TO EXCAVATION
FOUNDATION ADJACEI`
d d
� 4d OR
4" MIN.
90' STD HOOK 189 STD HOOK MAX OFFSET
D=6d FOR 3 TO 8 BEND
D=8d FOR #9 TO #11
D=12d FOR #14 AND #18
PRINCIPAL REINFORCING
6,
Ra
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MIN. D=1 1 2 FOR #3
MIN. D=2" FOR #4 135' STD HOOK
MIN. D=2 1/2" FOR #5
EXISTING UTILITY
PARALLEL TO FOUNDATION
NOTES:
1 Contractor shall locate bottom of
excavation to avoid surcharge on
utilities and other foundations.
2 Contractor shall coordinate all
excavations with foundation
requirements. 4
3 Step foundation as required per $4
4 Contractor shall adhere to the
recommendations in the Geotechnical
Report and the General Notes, for
all excavations, backfill requirements
etc.
5 Pipes passing through footings:
Less than 3 —0" below foundation,
provide sleeve and concrete.
More than 3'-0" below foundation,
step foundation per 4
to maintain 3'-0" $4 SLEEVE
Maximum. SEE NC
6 Sleeves shall be minimum 1" clear
all around pipes, conduit etc.
7 For pipes etc. within the footing
thickness, step footing as required
to pass pipes through stem wall.
�S AND UTILITIES - WI
STIRRUPS AND TIES
NOTES:
1. ALL BENDS SHALL BE MADE COLD.
2. #14 AND #18 BARS SHALL BE BEND TESTED AND LAB APPROVED PRIOR
TO BENDING.
BAR BENDS O
NO SCALE
REINF.
SEE PL
3/4" 1
SMOOTH BAR DOWELS
AT 24" OC, GREASE
DOWELS ONE SIDE
OF JOINT ONLY,
CONSTRUCTION JOINT
SAW CUT 1/8" WIDE CONTRACTION —
JOINT TO A DEPTH OF t/4 MIN.,
SAWING MUST OCCUR AS SOON AS
CONCRETE SURFACE IS FIRM ENOUGH
SO CONCRETE WILL NOT BE DAMAGED,
BUT NO LATER THAN 12 HOURS AFTER
CONCRETE HAS BEEN POURED,
FILL WITH SELF LEVELING SEALANT
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UTILITY PIPES)
PERPENDICULAR TO FOUNDATION
FOR DIMENSIONS SEE
PLAN, ARCH, MECH.,
ETC.
OR ROUND
OPENING
EDGE OF SLAB OR PIT
WALL ETC, SEE PLAN
2" CLR.
NOTE: MAX.
SLAB JOINT A o
SPACING = (36)t
PLAN
REINFORCING
BARS 2—#4 AT CENTERLINE
OF SLAB
IT
CONTRACTION JOINT
JOINTS IN SLAB ON GRADE O
NO SCALE
SECTION O
OPENING IN SLAB ON GRADE O
NO SCALE
LOMIDIGNOW
of Idaho
1311 W. Jefferson 8t.
Boise, Idaho 83702
Phone (208) 342-7168
Fax (208) 342-3079
LE J08s 082%&00
ALL STNMM OETANS USED ON
MIS " ME COPYRIGHT® OF
LOCHSi ENGINEERING OF IDAHO.
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STEEL COLUMN AND
BASE PLATE PER
BUILDING MANUF.�
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SHEETING NOTCH IF
APPLICABLE, COORDINATE
WITH BUILDING PLAN
FINISH GRAD
N STEM WALL BEYOND P
PER 3/S4 CONT
ANCHOR BOLT SEE BUILDING MANUFACTURER, NOTE: GRID
CENTERLINE
EXTEND ANCHOR BOLT THRU HAIRPINS MIN. VERIFY ANCHOR BOLT LAYOUTS WITH GRID
ACT LOIN' 4-3/4" DIA. x 20 1/2" EMBED. AT MAIN OF COLUMN GRID BUILDING MANUF. PLANS AND PIER
—+� FRAME-10 1/2" EMBED AT END WALLS 1' 6„ g^ DETAILS, PRIOR TO CONSTRUCTION,
H1.NOTIFY ENGINEER OF ANY CENTERLINE
AIRPIN AROUND REBAR CORNER BAR LAP
CAGE SEE PLAN, WHERE TO HORIZ. IN INTERFERENCE WITH REBAR, PIER, ETC. OF COLUMN
a • a APPLICABLE WALL SEE 1/S2 STEM WALL 1 8
N CONCRETE SLAB PER BUILDING SEE 3/- #3 TIE SEE PLAN SETS,
SEE PLAN #3 TIE SETS, (3) AT TOP 5"
MANUFACTURER (3) AT TOP 5"
• THEN AT 6" O.C. ° THEN AT 6" O.C.
#3 TIE SETS, (3)
2A 26 2C O AT TOP 5" THEN
11, ° - - - " AT 6" D.C.
° . :A.
N r
CENTERLINE GRID
° OF COLUMN
REINF. THRU PIER AND TOP BAR PER SCHEDULE GRID #5 EACH
FOOTING. (NOT SHOWN) I.a WHERE APPLICABLE STEM WALL 8-#5 CORNER
SEE PLAN FOR FOOTING SEE 3/- VERT.
•I < ° SIZE AND REINFORCING PLAN VIEW
6„ PLAN VIEW
a° #3 [ AT 24" OC TO PLAN VIEW
• ° TIE TOP AND BOTTOM
MAT OP BAREISER, WHEN
APPLCABLE CORNER PIER AH END WALL PIER O MAIN FRAME PIER
MAIN FRAME CORNER
OR END WALL COLUMN FOOTING O BUILDING COLUMN PIERS
NO SCALE NO SCALE
i 1/2"xl 1/2"
SHEETING NOTCH IF 2- 4 CONT.
APPLICABLE, COORD. AT TOP FOR LAP LENGTH
WITH BUILDING PLAN SEE 1
S2 PRONDE DOWELS TO MATCH
4412Y�AT BEND AS VERT. WALL REINF., SPACING,
48" OC REO'D. SIZE AND NUMBER
FIN. GRADE, PAVING,
ETC. SEE ARCH. a CONC. S—S SHOWN ON PLAN
2v SLA6 , INDICATES THIS POINT OF
PER PLAN
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MUD SLAB FOR REINF. SHALL MATCH 3" CLR.
n FORMING STEM WALL LONGIT. FOOTING Tom•
AT CONTRACTORS REINF. SIZE AND FOR LAP LENGTH
OPTION NUMBER SEEe
CONCRETE STEM m STEPPED 52
WALL AT PERIMETER l J) FOOTING_ WHERE APPLICABLE
STEM WALL
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645 VERT.
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of Idaho
1311 W. Jefferson St.
Boise, Idaho 83702
Phone (208) 342-7188
Fax (208) 342-3078
LE JOSP 002168.00
Ill STRI)MR& DEALS USED ON
THIS PA ME C 1011T 0 OF
LOCHSA ENOMEERINO OF WO.
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