HomeMy WebLinkAboutSTRUCTURAL PLANS (1) - 06-00330 - AMET BuildingY
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of Idaho
1311 W- Jefferson St.
Boise, Idaho 83702
Phone (208) 342-7188
Fax (208) 342-3079 sheet number:
LE JOB. 062168.00
A 37RUCNWL MAU USED M
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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
C n C n
NOTES:
1. SEE DETAILS 1 AND 2/S2 FOR LAP 4. VERIFY ALL DIMENSIONS WITH
SPLICE LENGTH AND BAR METAL BUILDING MANUFACTURER
DEVELOPMENT LENGTH 5. SEE DETAIL 3/S3 FOR JOINTS IN
2. SEE DETAIL 2/S3 FOR BAR BENDS SLAB ON GRADE, SJ = SLAB JOINT
3. SEE DETAIL 1/S3 FOR EXCAVATION 6. TOP OF SLAB = 100'-0" TYP LINO
NEAR FOOTINGS & UTILITIES TOP OF FOOTING = 98'-0" TYP UNC
7. SEE DETAIL 4/S3 FOR OPENING IN
SLAB ON GRADE.
n n 7
150'-3"
0
T TO OUT OF CONCRE
E
1 1 /2"
150'-0"
1 1 /2"
1'-2"
1
20'-3 1/8"
21'-5 1/8"
21'-5 1/8"
21'-5 1/8"
21'-5 1/8"
21'-5 1/8"
2O'-3 1/4"
1'_2°
4"
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FOUNDATION
PLAN
#4 HAIRPIN WITH 6'-0"
I FCC T A I YICATIAA1C
SCALE; 3/32"=1'-O"
AT GRIDS A AND D
D
AD
of Idaho
1311 W. Jefferson St.
Eloise, Idaho 83702
Phone (208) 342-7168
Fax (208)342-3078
LE JOB, 062188.00
ALL S CWM WAf USED dl
MK PUN ARE CcarraDxr m C6
WE RE EN9Nal EMS
WE REUSE OF NM O TM INO
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=HU NONEEWON NNS Of
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0 NEER: R. MIHIfiEY
.A.: S. KE=00
NEIX . R. MANAMEY
nm- 0821E&00
sheatmmber:
S1
BAR
SIZE
LAP
CLASS
f,c = 3000 si
TOP BARS
OTHER BARS
CASE 1
CASE 2
CASE 1
CASE 2
#3
A
22
32
17
25
B
28
42
2
2
#4
At2943
22
33
9
43
#5
A
28
41
B
4
#6
A
33
50
4
64
#7
A
48
72
B
63
94
A
55
82
#8
B#9
A1
62
93
81
1 1
#10
A 1
91
136
70
105
8
11
177
91
136
#11
A
101
151
78
116
B
131
19
10
151
VAX"
BAR
SIZE
Vc = 3000 i
TOP BARS OTHER BARS
CASE 1
CASE 2
CASE 1
CASE 2
3N63
32
17
25
4
43
22
33
5
54
28
41
6
64
33
50
7
94
48
728107
9
121
136
11
101
151
#14
121
181
18
161
241
1244
TENSION
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 00 NOT OVERLAP.
6. Q - BASIC LAP LENGTH, SHOWN AT LEFT.
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.
4. DEVELOPMENT LENGTH OF INDIVIDUAL BARS WITHIN A BUNDLE
SHALL BE 1.2 Qd 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.
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.
6. CASE SELECTION
-FOR FOUNDATION REINFORCEMENT USE CASE I 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 ^
lklm PNGRIBAw �
of Idaho
1311 W. Jefferson E
Bolas, Idaho 837C
Phone (208) 342-71(
Fax (208) 342-301
LE JOB. 062168.00
NJ. smmc DETRB USED 4N
mis P4 ARE COF MT a OF
IOOHSA EW EEWO OF EWfO.
ME REMISE OF W DETW AND
CONDOM IS NOT ACCTPTN E
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OAT' July 14 4
ENGINEER: R mmWEY
RAW 4 RFLm
GNEONEO: R. MANFREY
nuO GG2llEOO
rewnm:
sheelnumher.
S2
EXISTING UTILITY
PARALLEL TO FOUNDATION
AND
REINF.
SEE PL
3/4" DI
SMOOTH BAR DOWELS
AT 24" OC, GREASE
DOWELS ONE SIDE
nr A/NNT nkil vCONSTRUCTION JOINT
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,
3 Step foundation as required per 4
4 Contractor shall adhere to the S4
recommendations in the Geotechnical
Report and the General Notes, for
all excavations, backfill requirements
etc.
5 Pipes possinp through footings:
Less than 3 -0" below foundation,
provide sleeve and concrete,
More than 3'-0" below foundation,
step foundation per
to maintain 3'-0° S4
Maximum.
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.
ERE APPLICABLE
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
CONTRACTION JOINT
FOUNDATION I
FINISH GRADE
a 1
I 2
MIN.
/
BOTTOM OF EXCAVATION
/
SHALL NOT EXTEND
. BELOW THIS LINE
2
FOUNDATION PARALLEL
TO EXCAVATION
,TION ADJACENT TO EX
d d
6
N 4d OR
4" MIN.
90' STD HOOK 180' 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
sa
� Ro
d yy
=D�2FOR
135' STD HOOK
FOUNDATION
/ 1
\\ `-/%/ SEE CIVIL DRAWINGS FOR
/ EXISTING UTILITIES
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,
NOTE: MAX.
SLAB JOINT
SPACING = (36)t
SLEEVE
SEE NOT
Elevation
cD
PIPES THRU
a t`
FOUNDATION WALL
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20UND SLEEVE SLEEVE SEE
_E NOTE 5. NOTE 5 & 6
Section
UTILITY (PIP"S
PERPENDICULAR TO FOUNDATION
FOR DIMENSIONS SEE
PLAN, ARCH, MECH.,
ETC.
OR ROUND
OPENING \1I
EDGE OF SLAB OR PIT
WALL ETC, SEE PLAN
2" CLR.
PLAN n
REINFORCING 3„
BARS
z 2-#4 AT CENTERLINE
OF SLAB
n
SECTION O
BAR BENDS O JOINTS IN SLAB ON GRADE O OPENING IN SLAB ON GRADE 4O
NO SCALE
NO SCALE
NO SCALE
of Idaho
1311 W. Jefferson St.
Boise, Idaho 83702
Phone (208) 342-7168
Fax (208) 342-307a
LE JOB4 082188.00
ALL SIRUCtUY/y oEruEs USED off
THIS "ARE SPY To OF
LOCHSA SWINFERr10 Dr Iwo.
THE RE -USE or W X7F AVp
CONCEFTS Is NW ACCEFTA
M MOUT WIM CONSENT OF
LOCHSA ENODFERNO CF Iwo.
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ENGMER: R 1"MFEY
_A_ S KELL=
CHECNEO: R MMMFEY
flu! NINON
revlsbm:
sheet numcber.
V 3
7
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STEEL COLUMN AND
BASE PLATE PER
BUILDING MANUI
i 1/2"x1 1/2"
SHEETING NOTCH IF
APPLICABLE, COORDINATE
WITH BUILDING PLAN
FINISH GRADE
ANCHOR BOLT SEE BUILDING MANUFACTURER, CENTERLINE
BUILDING EXTEND ANCHOR BOLT THRU HAIRPINS MIN. OF COLUMN-.•!
-ACTU R 4-3/4" DIA. x 20 1/2" EMBED. AT MAIN I �'
FRAME-10 1/2" EMBED AT END WALLS 1�_0" 8°
le
HAIRPIN AROUND REBAR CORNER BAR LAP
CAGE SEE PLAN, WHERE TO HORIZ. IN
APPLICABLE WALL SEE 1/S2 -
oil
NOTE:
VERIFY ANCHOR BOLT LAYOUTS WITH
BUILDING MANUF. PLANS AND PIER
DETAILS, PRIOR TO CONSTRUCTION,
NOTIFY ENGINEER OF ANY
INTERFERENCE WITH REBAR, PIER, ETC.
STEM WALL
SEE 3/-
#3 TIE SETS,
(3) AT TOP 5"
THEN AT 6" O.C.
CENTERLINE
OF COLUMN
REINf.- THRU PIER AND TOP BAR PER SCHEDULE GRID
FOOTING. (NOi SHOWN) '"I -$ WHERE APPLICABLE STEM WALL 8-#5 #5 EACH
VERi. - CORNER
SEE 3 SEE PLAN FOR FOOTING /
SIZE AND REINFORCING
6„
--- ` #3 E AT 24" OC To PLAN VIEW PLAN VIEW
TIE TOP AND BOTTOMMAT 1
" TOP BARETHR WHEN
ISEAPPLICABLE CORNER PIER O END WALL PIER
M "
MAIN FRAME CORNER
OR END WALL COLUMN FOOTING O BUILDING COLUMN PIERS
NO SCALE NO SCALE
1 1/2"x1 1/2"
SHEETING NOTCH IF 2-#4 CONT. FOR LAP LENGTH
APPLICABLE, COORD. �AT TOP SEEr-j1
WITH BUILDING PLAN—
CONCRETE SLAB
SEE PLAN
SEE PLAN tl
5
2C a
w
N
#3 TIE SETS, (3)
AT TOP 5" THEN
AT 6" O.C.—
48" OC AT BEND AS
FIN. GRADE, PAVING, � CONIC.
NC. REQ'D.—
ETC. SEE ARCH. I SLAB
PER PLAN PER PLAN
-
-I
8' CONC. FDN. WALL W/ v 1�
#4 VERT. AT 24" O.C. '
N 3-#4 HORIZ.
PROVIDE DOWELS TO MATCH
VERT. WALL REINF., SPACING,
SIZE AND NUMBER
S—S SHOWN ON PLAN
`INDICATES THIS POINT OF
THE STEPPED FOOTING
2" TYP. N t" MIN. Ly' CLR.
TYP•
MUD SLAB FOR rn REINF. SHALL MATCH) 3" CLR.
M g FORMING STEM WALL LONGIT. FOOTING Tom'
AT CONTRACTORS REINF. SIZE AND FOR LAP LENGTH
OPTION NUMBER SEE(@
CONCRETE STEM STEPPED S2
WALL AT PERIMETER O FOOTING WHERE APPLICABLE O4
NO SCALE NO SCALE
11RIU
GRID
CENTERLINE
OF COLUMN
a
#3 TIE SETS,
(3) AT TOP 5"
° THEN AT 6" O.C. ;o
c\IA I. .I,I .�
Eels
I `STEM WALL
t\SEE e
PLAN VIEW 6-#5 VERT.
MAIN FRAME PIER
0
LOCM MNMG
of Idaho
1311 W. Jefferson St.
Boise, Idaho 83702
Phone (208) 342-7168
Fax (208) 342-3079
LE JOB• 082168.00
All SIRUCTUM DEIARS USED ON
THIS PUN ARE CoPYRNiR ® GE
LOCHSA ENGINEERING OF IW O.
THE RE -USE OF ANY DETM AND
CONCFPIS IS NOT AMEPTASIIE
%TMOOT WRRIEN CONSENT Of
LOCHSA ENGINEERING OF IW10.
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DALE: July 1% 2006
ENGINEER: R MAHAREY
DRAWN: S. KfLLOGG
CHECKED: R. MAHWf
a1E: 062166.00
revisions:
sheelnumber.
S4
Structural Cover Sheet
RB CONSTRUCTORS
AMET 50x 150
REXBURG, ID
General Notes
GENERAL
I. On cormox her shoo early all dmnfions pia b Raring
mW.tivn Me Adk t dal k maged a way dlrrepec a
nmdekndn.
3. Po ran KOIe Ue 6a•iga
]. Noln W lesea m he draeyS AN Zak pradenIX now tAene
Wallmin M hFSOT dldM.
4. A eon dal mIm to Ohe ndvmm ftamord, a fabvN does:
me ]ttO Nhmab'ana Bdldng Cove (aG), W she regUatnq
ag.mne seen sae Witanly re my period a he tank W row
coda and keeled kW n hr. ma, W in ha proNat
5. She pa dmMbeord d re fa An fdbtiy:
i n and d! name,
, dam a paresd. am. d's do ant ion of a
color c de0 W-WNq pmdeire, doe . b oath d
male uM, flW done dope, depressed abed Sm, n A NINI
d
Wmhe,And,, A nseta eh., xx n bdb'nn d not day, W Fad
we wham an Ad ewciud MOM.
roily owlmwadn. examen and
wean n.
B. Sd mMmica, ATIA , end el.eson a r, and ran the en9% S
peg bon e, ha gas N chm.Am, •aA near, and tool ape, R e,
ma. Ad Ste., Swept m am% her nand, art, I codcons
lea Adds . o sdS am m. re Ad nth farndied,Ideal
mmntaol ow pelEng P,mef ones and kdb'an d macFim a
e. and nt bona alms, eats la mrnh
7. As
ie mbar&.. Th emim and nt, Me naa edof Io er
frisre nbudun. Kn d did ow. roe mend a emabudm.
8. do Catty Ind pride a Yeesae n Ad b pored M
Not be Wag : elm le, mcfor le anal Made, bon
ann M brtld b: b.'y n' nahN for bade de to . Obseve
been, find a e'bmb faun m EqI Nand W ak. d hapec n
odes b hn Bile by n+SWCWrd Fn9ineer and non iMuM inSpealm
of M ab0.e cV1
9. Nash d. I I,Lnot el on ,hen aotedl by a8ee oho• apekgy
pckh n N not Thom on as ShkNrd drninga bus snits m
ran d N No and Win
RRRMI.
10, a g Wils n. b M con mho dal a, he Intent apprnH dEm
am raAdae fry We 9r=dmmld age%y halm PetMid�m Over the
11. C= "invented Maine dmno dbedng and wits tan
op.mlm la ad ,n.wGm or MYied Strudman wXh ad
mfpbeb, eifleml, fnumnak d. 'Wee. eh. a any cud
A,Xbrm en feud, We Stnxhral EASnm dal M WTiN
h .toy.
12. Cetrab'm refined and M time, out than pSW an norm noon
a mad. IN MAw mark! kd anal At aided ha doll
Me bon W MRmrd lad, Pmde Wequae Axal and/or badrq
Thee 1hacNe Me At ahand Shah, Amt
13. Sep dmtiys sbmntd A NoSVuelurd E, -roe nwe. shell
mile of (1) NwTW SIT W (1) wept mt.
NN AEE
1. a 111 of aaA, perbnno to Ad 'mmh conMtrwln dnl 6e n
omramd Sit AG 318-95. BuOang Corn Reveal or bethem
Comem, W No died Whade a lacR'dbre la SbuMd
Cmnb To, "dings" 4 301, nth ReadrnGm de mad an A,
pope, dasmgr and\a Wabone
2 Concrete Sm doesee doll M nMithd b As Shocamd Ea9w ran
A III dens, NO M defiled by o gdtRd Ad,
bMntery ad Aso be and eampd by a Chi up. ndnfd a Ad
Stets a lam
d Palm nomd ON m10m, to ASM elm hie 1.
V. Reg ad, may M heed In oaeeh Mee. Ire Its NO sot mf. k
ASn C618 ebn F. The Ian of IgrAfan and M lim'ld 0 22. Me
dGSa„ -it One (IN AN ding be SAN to 152 of We cement ..kohl.
Th. mbodar that Abdt al owif.td an" 41e Its on a n
anaMMe Wth Nan date Wrosid.
I Hard mk mnmate."agea and oWm to IN rapAmmmty W tells
al ASIE CIS ad plojed speYiodon. En yeam may M heed my
all oppmval d the Sm,hrd Nine.
6. SWchral eavMa 98-day "Not n types an d (Am:
LOCATION Of CONCRETE SIROOM, P9 ME
FOOTIHM 3ADO HARD ROOK
S18 ON TRADE 31000 HARD ROCK
Noh: J000 PSI mKnfe n W ,poYhed !a
7. Do maduh, of eoaxity of .mate, Shoo NOW n eco mad SM
MEN C469, sal be ON hoe ha vibe Iwo fry the WyOkes n well
8.5.1 of AA 318 la bee fpmled omvek 11-0, emo.
8. Corm in midy neadon, do., idea he e aroadame .Rio ISM 04.
9. lay had, a grin deer Mfpaka el Pnte,, etc, w.
,*d W, sb Mb dyird"We m n mould tar..,
10. CamA, A mn of Shill M S goad. do ACT dadard 3M Vol
project SpoflmA.a. M MAN mate, ydmt abYl emlNe H
10 M pbcd Ad be Seemed
11. 0. coRmho a evood over rinfadlg bus and he as Iamk
KaEB
A) WN07EE mr ACANSI AND
POWW IY EXPOSED O EARM 3
8) CMCETE EXPOSED TO EyRM OR NARIER:
NO. a moo to.. IB N 1
NO. 5 BAR Na SM0 1 1/2
C) DISCRETE MT EXgS[0 TO VE@EA
OR a CO.'RACT aM GIdRO, and,
SABG TRA JOSH
NO. IV AND NO I8 BM 1 1/2
NO. 11 IM"SLLYIEN 3/4
It SA ON GW 2 NOES CIFAR FROM TOP.
12. Nor to Sonnets pousawali, ON niaanenq bans, andar bolts W
Over .mnie S den k AS vowel in mNorL
13. Mododd l pm or dbeldml m" and not pod trough con me
W. m Mm, mdam rpedfiCdy &S .
14. INN, d ere. efiedW in No msWaed Or ftlard drolly. Or
TrrauFt ymifivema mwdaniad Open W dadrtl and le sod,
rnoon We weal, dothralaill AS, omt none. vnaw. Y -me an STAIRS the
Aden am be Abld star S PSdy conmts. Do cot At .y
reainn9 died "made, San dome phowe nl. Ders, opram
an ..We No ON pavRhd. Noah the SlAcNtl Eoym r in deem
of mdloss col doer A the awcn re orlon,
15. NW de ewyean a dons de sonde W draek an'he dad, he
ouM1lde damWr of mwhamml pp, aM\a emodded eedka drdol,
(a. NO hose peony INmyh) sad rat care 1/3 a We don
Weber W am M oared Mheen Me tap ad Mawr ninfordlg,
Wen pmifiml, edokd & .be. Canmbdker, of mach addl
p'ipn W \her dic+Acd mNuh medankd TO Snots to "Ad
..apt ANA kSld opmiye m pmkd.
14. Fa Man an 9.0 It pipes or candb ed be lbod Al he
fndnated oawela 96 tAdameN W And be Imld Mbs hY
am uakn sped only d,WW adniw.
17, My CWdg absences AN an cmeele Oat is b ,nine a AnNent
Me NO ehd be apprad by de FAA Asomor have use.
Is, MWd81 SUa". 3' Is, ebbs W fmnyM 8 4' fa sash.
covbK06a he M in mmrdlim n1A MA 318-9g III Tart 2 -
Stmed, F. TIAS ad Maeriali and'Part 3 - CaNtAbIldne
RyJtramh'. Wed. of amenixtim a par pats Imes M appoadd
IS he agnmr Y diHeent tram hot dawn ne Sam
19. SIAS ands pMe hem MMI mt IRA pia, in a heie nbl pone.
AT Rwxdm,at ant M oa0nod, Moo d mMWdon jolts.
20. Bost jonh n dots an Mdd dal M elm IN whe n xWNA,
'Owut dime 0 he ludm.
21. Caanl pnh an re,'am ebwlwdly. Nat may Mowed b meson
madng at dA amn/mtratm apDeL CmW plea soon are d
&ROWd Wdma atbwl pet oust m m to be dhmMrel by No
FOUNDATION
1. The karmabn $,Am I, dnryXd booed be an aRo K sag pre. d
15M Pff la 9a^b non,. an
2. Eezed IN minor fading, 24' We. bea. Malta are&.
3. No reason Ad aev Ngner he, a 1 verncd to 1.5 beennW
deps dawn, any em,n6an, I'am Or pamd.
4. Ten sal M 952 Io pmfian (AM 01557 Nan " flatar DewAy)
a al Mcom ad We IkO ON .a.
5. Me conboce, and proak fa poem keahrng all ..emotion, Tram
.a. rater. down selre. mq,ete, eb.
6. Cmaache del priori tar M irddaean and dm qn of of
able9..hmmfixg W "rtquid b weTay and ontabd.h whin
h„ been Mnk am aNppod dry eeelg Axibrac
7. Al IWm d headed. fdl;I, ea., Not War. wits Me des
cosbadon AN M remem. Ndh As Coe EngMa Amid any
faWAa, for WWNm Awbeas M encaunimd that vt mt Sham In
8. floal Ad be pbdd W teembe accaeng b dgU,e shoe on
N dmwy.. Eamr cm fa f.I, dao be appoowd by M Gentxbdml
Fngnee pia, S * the crank eon ninfardnts mbd q. Ihe shoo
miry M GeNWdedNmer den Ue ..aawDan, As or tar a.p[ean.
Me GootnMiM fn9me shall she l a boa Of dmplmo to the oxedr.
Small me eamuNaed at Al dpl, mt be a enwad by We Gmtwhrdwl
Eynaw, boating tlrwt, or Indian dedgn, 1 M ded by donne ado.
S. AA ewmwem AN M papa, bee ran. Baldn ehd be mcnennoay
ompCtd n layer, to on appeal of Its Goofearecal Engine. See
gmhdniwl Al la renuisaireda. WAS, nl ion M pernittd.
10 Ran Caboda dots not Wna Whim ends Mlm Me ..to We
Rod mehel to *IS Aeylh. Me Q'Iroctor ,MN mar a pent
a8 Was Who, "hatePram Sheet W. uAU doemo lamed able
m ea,rpdd, h pad am have rtoAd III daifn *.no. M.
Contractor shop poede Tan M 41 on, mu'ved prrl and
Me nedataa Ofseh bade; and posted..
LOCHSA ENGINEERING
OF IDAHO
1311 W. Jefferson St.
Boise, Idaho 83702
Phone (208) 342-7168
Fax 208 342-3079
fdEEORCING STEEL (FOR 00110"
I. a mlfa N ,haw Ad M deokd and podd In ucmind in
de'Bddnq Cade RA9vevaaf far RedaW Cants' (AO 318-05)
ad de 'Taco of Srcdad Poothe la feelortd cmarom
Cawctm' by CRS ad MOH a, mW by the Rojas dram Ad
spmieatiom
2. Mmmd AW.&T, ban AMA and. b he rgavemed Of MEN M15
grade 40.
3, wnldng of minlminq b cot wheaf ted.
4. M Anfardq bar bends and M man cold.
5. Is, Notes, one, M ,YA1a ants •den shoe an hw texchad ancel
n Renblmq dowla Mlwm Idenga and noln Or cdwnn, 1ha1 be No
mane name, Sire, seen; and'No co the'Nefied veHidt
Macog, hen...
7. M reinb,orq than Wt an mOdd w xxr demodk ehe We be mode
all. We feed in -Ad nyealion mime
DESIGN Offill
cow wan needm e
Is,mmom I.W ne la
sank:
Eless, on
ne. -a-
women seta %Nmkj n 10
s ode
v o.n
Cqw 9U 0
sawb m Onoxv, c
Mawr Pone
1. Molar BOOM AN be ASM A-36 maerd.
2. Axhm Bok And have ideal impasm pm W Cdpar 17. Smod awns,
Iyureme3 may IN adsed by MRdy official ad panel by IBC (Myer 17,
Wqn es,
1. Cbache Wl ran,'Mi., of any w atom in dmandm.
2. The anima 1. not leymable farm ANSUR, ram there pima unka weh
'Mega' m u aded IS dNy by 0. '1.,
Sf O ot51ECION SHALL EE mmm FOR THE r'Ol30WNB SREO 6XNL
I. Comm.
Entat far Nall W feting, .pebl mat not rryu'uN
A flan IN and IWm drRe 1500 PS Wand in IN,
2. Bdh and emaWd Notro inebkl S mmh.
3. Speid cans,
(a) Epary, and gma W hots W reekedoq bon
a hAat
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Sheet List
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DRAWING TITLE
DATE
SO
STRUCTURAL COVER SHEET
ST
FOUNDATION PLAN
S2
TYPICAL DETAILS
S7
TYPICAL DETAILS
S1.
TYPICAL DETAILS
Symbol
Legend
-j
Slope Direction (down)
NoAanrY (CMU) Wall
Span Direction
Canrrete Wall
0
Miscellaneous Elevation
00'-0"
Floor or Sled Elevation-_ITUT�
Earth
[00]
Number of Headed
New Construction
Shear Studs Required
Rigid Connection
Existing Construction
c=0" Camber Up
N Indicates Size of Deformed Bar.
A Section out
AT Spacing Center to Centex
Direction in Which Bars Extend
A
Limits of Area Covered By Bars
'may
Elevation Reference
or Post Tension
N
Brace Up
North
H aced Frame
- `"-�Broc, Down
Step in Foundation
S 8
Welding per AWS
(Footing)
Structural Steel pa RISC
Change (Step) In Elevatim
Symbols for Concrete per ACT
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/ Number Bolts Row
1
of per
Number of Rowe
Revision
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WAyilxl FNG NEW
of Idaho
1311 W. Jefferson S1.
Boise, Idaho 83702
Phone 1208) 342-7188
Fax (208) 342-3079
LE JOB* 082188.00
AIL STRUCTURAL DETAILS USED ON
MI5 PLAN ME COPIRIGHT® OF
LOCHSA ENGNEEM U IWO.
ME RE -USE OF ANY DETAILS AND
CONCEPTS IS NOT MCEP6telE
MTHOUT wPoTEN CONSENT OF
LOCHSA ENGINEERING OF 10.40.
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DAM: Jaly 10. 20M
ENGINEER: R. MAHAFEY
ORA": S. XELLOCO
CHECKED: R. Y..a y
FIE: 0521611.0
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sheetnumber.
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C
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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
l,l l2J l3/ l4/
NOTES:
1. SEE DETAILS 1 AND 2/S2 FOR LAP 4. VERIFY ALL DIMENSIONS WITH
SPLICE LENGTH AND BAR METAL BUILDING MANUFACTURER
DEVELOPMENT LENGTH 5. SEE DETAIL 3/S3 FOR JOINTS IN
2. SEE DETAIL 2/S3 FOR BAR BENDS SLAB ON GRADE, SJ = SLAB JOINT
3. SEE DETAIL 1/S3 FOR EXCAVATION 6. TOP OF SLAB = 100'-0" TYP UNO
NEAR FOOTINGS & UTILITIES TOP OF FOOTING = 98'-0" TYP LING
7. SEE DETAIL 4/S3 FOR OPENING IN
SLAB ON GRADE.
u
150'-3"
T TO OUT OF CONCRETE
150,-0"
1 1 /2"
1'-2"
20'-3 1/8"
21'-5 1/8"
21'-5 1/8"
21'-5 1/8"
21'-5 1/8"
21'-5 1/8"
20'-3 1/4"
1'_2"
4"
F8
I
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F8
3
S4 TYP F8
F8
F8
F8
4"
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3
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N: N3 AT 18" O.C. FAH
JOINT SEE
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LACED 2" CLEAR FROM
TOP OF SLAB. -�
NOTE 5.
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FOUNDATION PLAN
SCALE: 3/32"=1'-O"
`#4 HAIRPIN WITH 6'-0"
LEGS, TYP. 6 LOCATIONS
AT GRIDS A AND D
I
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LOCO EWNFEM
of Idaho
1311 W. Jefferson St.
Boise, Idaho 83702
Phone (208) 342-71(18
Fax (208) 342-3070
LE JOB* 002168,00
Au SnNCN OENES USED ON
NK PUN ARE fAPYRIGNTO OF
IfIC ENnNOMW OF aWO.
ME RE-M OF ANY WALS AND
MNum a NOT .1 Thffil
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DAM .MIY 10, 200a
ENONEER: R. MAHAPFET
MAW: S. NEEA00
O EIXEO: R. MmI y
RLD 0E21MO
M*lom:
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S1
BAR
SIZECLASSCASE
LAP
Yc = 3000
psi
TOP
BARS
OTHER BARS
1
CASE 2
CASE 1
CASE 2
A
22
32
1
25
#3
B
412
A
2
4
2
#4
9
A
36
4
26
#6
47
0
!43
43
64
33
#6A
B
4
4
63
94
48
#7A
1
I
A
7
107
55
82
#6
93
1 13
A
81
121
62
93
#9
B
15
1
81
11
A
91
136
70
105
#10
B
11
1
91
13
A
101
151
78
116
#t1
1 1
1
1 1
1
f'C = 3000 si
BAR
SIZE
TOP BARS
CASE 1 CASE 2
OTHER BARS
CASE 1 CASE 2
3
22
32
17
25
4
29
43
22
33
5
36
54
28
41
6
43
64
33
50
7
63
94
48
72
8
72
107
55
82
9
81
121
62
93
91
136
70
IDS
11
101
151
78
116
#14
121
181
93
139
#18
1 161
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.
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.
FOR GRADE 60 UNCOATED BARS
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.
4. DEVELOPMENT LENGTH OF INDIVIDUAL BARS WITHIN A BUNDLE
SHALL BE 1.2 Qd FOR THAT BAR IN A 3-8AR BUNDLE AND
1,33QIII FOR A 4-BAR BUNDLE.
5. COMPRESSION DEVELOPMENT LENGTH (ONLY WHERE INDICATED
ON DRAWINGS) FOR GRADE 60 BARS USE 22 BAR DIAMETERS.
PMENT
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
www )6
of Idaho \
1311 W. Jefferson 8t.
Boise, Idaho 83702
Phone (208) 342-7168
Fax (208) 342-3079
LE JOBM 002168.00
ALL STRUCNRA. DETNLS USED ON
NIS kAN ASE CDPr WTo DF
NLNSA EtNONFERNG OF CAI
ME RE-IISE OF ANY OETAES AND
CENCI a NOT ACCEPTABLE
MNNOUT MROeI CONSENT OF
IOCHSA ENgtEDW OF IDAHO.
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ENONEER: 0. wuINTEY
NAM: S. N6ACOO
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sheelnwmber.
S2
REINF. BARS
SEE PLAN
3/4" DIA. x
SMOOTH BAR DOWEL!
AT 24" OC, GREASE
DOWELS ONE SIDE
OF JOINT ONLY,
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 S4
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" g4
Maximum.
6 Sleeves shall be minimum I" clear
all around pipes, conduit etc.
7 For pipes etc. within the footing
thickness, step footing as required
to pass pipes through stem wall.
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
+ "
CONTRACTION JOINT
EXCAVA
FOUNDATION
FOUNDATION
MIN.
BOTTOM OF EXCAVATION \� ���� SEE CIVIL DRAWINGS FOR
SHALL NOT EXTEND EXISTING UTIUTIES
BELOW THIS LINE �
FOUNDATION PARALLEL
TO EXCAVATION
d d
N 4d OR
4" MIN.
99 STD HOOK 180' 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
60.
A+
d �y
MIN. D=1 12 FOR 3
MIN. D=2" FOR #4 135' STD HOOK
MIN. D=2 1/2" FOR #5
EXISTING UTILITY
PARALLEL TO FOUNDATION
STIRRUPS AND TIES
NOTES:
1. ALL BENDS SHALL BE MADE COLD.
2. J14 AND #18 BARS SHALL BE BEND TESTED AND LAB APPROVED PRIOR
TO BENDING.
NOTE: MAX.
SLAB JOINT
SPACING = (36)t
ca
PIPES THRU
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FOUNDATION WALL
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SEE NOTE 6
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SEE NOTE 5,
NOTE 5 & 6
Elevation
Section
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.
REINFORCING 3„
o BARS 2-#4 AT CENTERLINE
OF SLAB
"
SECTION O
BAR BENDS O JOINTS IN SLAB ON GRADE O OPENING IN SLAB ON GRADE O
NO SCALE NO SCALE NO SCALE
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of Idaho
1311 W. Jefferson St.
Boles, Idaho 83702
Phone (208) 342-7168
Fax (20BI342-3079
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lz:,- ANCHOR BOLT SEE BUILDING MANUFACTURER, CENTERLINE
STEEL COLUMN AND F ER BUILDING EXTEND ANCHOR BOLT THRU HAIRPINS MIN. OF COLUMN J �
BASE PLATE PER M UFACTU R 4-3/4" DIA. x 20 1/2" EMBED. AT MAIN
BUILDING MANUF. FRAME-10 1/2" EMBED AT END WALLS i'-6" 8"
1 1/2"x1 1/2" HAIRPIN AROUND REBAR CORNER BAR LAP
SHEETING NOTCH IF CAGE SEE PLAN, WHERE TO HORIZ. IN
APPLICABLE, COORDINATE d- a APPLICABLE WALL SEE 1/S2
WITH BUILDING PLAN ' ' CONCRETE SLAB
SEE PLAN PER BUILDING
FINISH GRADE . ° SEE PLAN MANUFACTURER
_, N #3 TIE SETS, (3)
2A 28 , 2C AKN
T TOP 5" THEN
° - - - w AT 6" O.C.
M STEM WALL BEYOND r
PER 3/S4 CONT. °D
NOTE:
VERIFY ANCHOR BOLT LAYOUTS WITH
BUILDING MANUF. PLANS AND PIER
DETAILS, PRIOR TO CONSTRUCTION,
NOTIFY ENGINEER OF ANY
INTERFERENCE WITH REBAR, PIER, ETC.
STEM WALL
SEE 3/-
#3 TIE SETS,
(3) AT TOP 5"
THEN AT 6" O.C.--_�
REINF. THRU PIER AND
TOP BAR PER SCHEDULE
GRID •
FOOTING. (NOT SHOWN)
I
$
WHERE APPLICABLE
STEM WALL
8-#5
°
SEE PLAN FOR FOOTING
SEE 3/-
VERT.
•
SIZE AND REINFORCING
#3 EAT 24" OC TO
PLAN VIEW
• °
TIE TOP AND BOTTOM
MAT OP R, WHEN
BAREISEAPPLICABLE
CORNER
PIER
AO
MAIN FRAME CORNER
OR END WALL COLUMN
FOOTING O
BUILDING
COLUMN
PIERS
NO SCALE
Nn scAiF
1 1/2"xi 1/2"
SHEETING NOTCH IF 2-#4 CONT.
APPLICABLE, COORD. AT TOP FOR LAP LENGTF
WITH BUILDING PINJ SEE 1
�g S2
#21 OC
7
48" OC AT BEND AS FIN. GRADE, PAVING, ARCH.
REQ'D.
`a CONC.
ETC. SEE SLAB
PER PLAN 1 °
PER PLAN —
gW i— as
8' CONC. FDN. WALL W/ v
#4 VERT. AT 24" O.C.
N 3-14 HORIZ.
1 2" TYP-m1, 4
MUD SLAB FOR
FORMING STEM WALL
AT CONTRACTORS
OPTION
CONCRETE STEM
WALL AT PERIMETER O
NO SCALE
rt
CENTERLINE -
OF COLUMN
#5 EACH
CORNER
PLAN VIEW 11
GRID
CENTE
OF CC
#3 TIE S
(3) AT T(
THEN AT
END WALL PIER BH MAIN
PROVIDE DOWELS TO MATCH
VERT. WALL REINF., SPACING,
SIZE AND NUMBER
S—S SHOWN ON PLAN
INDICATES THIS POINT OF
THE STEPPED FOOTING
d ,.. °
N "CMIL3" CLR.
1n 2x'S' MIN. Tom•
REINF. SHALL MATCH 3" CLR.
LONGIT. FOOTING TYP.
REINF. SIZE AND FOR LAP LENGTH
NUMBER SEE
STEPPED S2
FOOTING WHERE APPLICABLE O
NO SCALE
2
I, u 11 vI�vl I
FRAME PIER
of Idaho
1311 W. Jefferson St.
Boise, Idaho 83702
Phone (208), 342-7188
Fax (208) 342-3079
LE JOBS 082168.00
AL STRUMM DETAIS USE, ON
THIS PV1N ARE COPtR Q I
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DATE: My 10. 2006
ENGINEER: R. MAHAFFEY
DRAWN: S HF =
OHE,NEO: R. MAHAFFEY
O321OeAO
revisions:
sheet number.
S4