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PROJECT NO,
20060314
THIS DRAWING IS THE PROPERTY OF THE EAST GROUPM. RTY OF THE EAST GROUP, P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAPING WITHOUT WRITTEN CONSENT OF THE EAST CROUP, P.A. IS STRICTLY PROHIBITED. (O COPYRIGHT, THE EAST GROUP. P.A. 2000

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1'-O" 10'-O" 1'-p" „ 12 -O C~IdER~L S~~lCTURAL t~nT~'S: `,~.~°°Q~~SSaQti°~'y,,*
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S1.1 S1.1 E..--. 4 ~ 92„ f.t. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF M 1HE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO '
r „ MAINTAIN AND INSURE TH£ INTEGRITY OF THE STRUCTURE A7 ALL STAGES OF ~ f °
~ 1 1-8 ( O.C. iYP. CONSTRUCTION. •
1.2. THE GONTRACTOR SHALL REFER TO THE ClVfL DRAtMNGS FOR SLEEVES, CURBS, INSERTS ,,r~~~S ~Ai os'~'~,*,
1 ~ OR OPENINGS NOT HEREIN INDICATED. p~ 1.3. COORDINATE THESE DRAWINGS IMTIt THE GIVl.L DRAWING. REFERENCE DRAWINGS
~ ~}~12" T.4. CONTRACTOR SHALL UERIFY ALL EXISTING CONSTRUCTION DIMENSIONS WHICH EFFECT NEW
O.C. TOP & r CONSTRUCTION BEFORE FABRICATING ANY REBAR,
~ i BOTTOM i i ~ r r ~ 2ti ALL FOOTINGS SHALL BE 4N UNDISTURBED SOIL OR 987 COMPACTED FILL PER ASTM
L E ~ r ~ D698.
f , 1 r a 2.2, NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST SUBGRADE CONTAINING L
1 E i ~ I FREE WATER, fROST, 1CE OR LOOSE MATERIAL. 2.3. EXCAVATIONS FOR FOOTINGS SHALL HAVE THE SIDES AND BOTTOMS TEMPORARILY L1NED
~ ` i IMTH fi MIL. POLYETHYLENE IF PLACEMENT OF CONCRETE DOES NOT OCCUR WITHIN 24
t i ~ t ~y i 1 ~ i i r~ HRS OF THE EXCAVATION OF THE FOOTING.
s , ~ r ~ I , , ~ ' 2.4. ADVERSE FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION SUCH AS Sf?FT SOILS, ORGANIC MATTER, ETC,, SHALL BE REPORTED TO THE ENGINEER BEFORE FURTHER ,t~ ~~~~~~~t
! s .r CONSTRUCTION IS ATTEMPTED. Structural EnBincering Solutions
OPENINGS !N WALL ' r r 2.5. IF UNDERMINING OF FOOTINGS OCCURS, FILL VOIDS WITH LEAN CONCRETE MIX. DO NOT
f ii ~ s \ f ~ ATTEMPT TO REPLACE AND RECOMPACT SOft. 101 Stegencg Blvd. 135 Parkwap Office Ct.
K ° ° I ii ~ i I f I ~ r ° r ' a ' Suite Al Suite 1i11
'`t N ~ rt ~ p N i ~ _ 3.1RLLg~PLACED CONCRETE, SHALT. HAVE NORMAL WEIGHT COARSE AGGREGATES, AND SHALL K Grecnvlllc, NC 27834 Cary, NC 27518
1 f t 3 M I S ' E / ' HAVE A MINIMUM COMPRESSIVE STRENGTH. 3000 PSI (f'G} AT 28 DAYS. Phone :[phone]U2'7 Prone :919-859.5611 3,2. GROUT FOR BASE PLATES SHALL BE NON-SHRINKABLE GROUT, AND SHALL HAVE A Fas: 252-355-2179 Rax: 919-859-5610
{ ! 1 I MINIMUM SPECIFIED COMPR£SSIV£ STRENGTH, AT 2$ DAYS, OF 5000 PSL RPA Project I+3o.: 20091K33
i f S I i f { ( I / ~ i ~ r s . ( HOR. i 3.3. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE.
r s 12" O.C. i ' 3.4. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH x.45 DEGREE
r s a s I r s r ' CHAMFER, UNLESS OTHERWISE NOTED. 3.5. HORIZONTAL F~TlNG AND HORIZONTAL WALL REINFORCING SHALL BE CONTINUOUS, AND
t s ~5 VERfi. ~5 BARx2'-6 r ~ a ~ 9„ O.C. LONG TOP & s SHALL HAVE 94 DEGREE BENDS AND EXTENSEONS, OR CORNER BARS OF EQUIVALENT
E ~ ~ BOTTOM. TYP. I r SIZE LAPPED, WITH A CLASS B TENSION SPLICE, AT CORNERS AND INTERSECTIONS. TOP
i 1 ~ i ~ BAR CRITERIA SHALL APPLY IF 12" OR MARE OF FRESH CONCRETE IS PLAC® BELOW BAR. J
! i ' ! , r i 3.6. ALL DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, UNLESS OTHERWISE
I ~ r ~ NOTED ON THE. DRAWINGS.
~ , r 3.], SEE CIVfL DRAWINGS FOR ADDITIONAL WALL /SLAB OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS.
I ~ ' t - --'-_--_____J 1 ° 3.6. ALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE fi0.
3.8. DETAIL AND FABRICATE REINFORCING STEEL TN ACCORDANCE WITH THE ACI DETAILING
MANUAL. 3.10. AT GARNERS AND INTERSEGTION5, PROVIDE BARS OF THE SAME NUMBER AND SIZE AS
C1 ' THE LONGCTllDINAL BARS iN THE FOOTING.
Lr _ _ _ _ _ - _ - _ - ..,..«i
H
4 -6
14'-0„
REBAR SP~1~E SCEDU~E
G
~ FOUNDATION PLAN 2 ROOF PLAN BAR LAP LENGTH ~in.} G
~'2n= 3''~p n _ ~ a S9.1 3/2 - ~ SIZE ~ 3DOOpsi #c' = 4QOGpsi
S1.4
~4 29" 25"
~5 36" 31"
12'-D" SQUARE ~ „ ~ 43" 37"
12 -0 SQUARE #7 83" '
#8 72" 61"
4'-8„ 3`-O„ SQUARE ~4 ~ 12° O.C. „ F ~ BOTH WAYS ~4 ~ 12 O.C. i.C. ~B 8O° 6g"
BOTH WAYs 54.1 TOP & BOT. F
TOP & 80T X10 8g" 7fi"
r ° r NQTE:
CLASS 'B' SPLICE I5 ASSUMED.
~ ' ~ 5 BARS ; (3) ~ 5 BARS
BOT. ~ WALL ~BOT. ~ WALL
OPENING 5 DOWELS OPENING
~ #5 DOWELS „
E ~ - fl ~ s ac oPEN , o
~ r ~
3/4" CHAMFER
TYP: AT ALL ,
` EXPOSED CORNERS ~
~i ~ ~5 1tERT.
„ r ~ 9 O.C. 7 --0
/ t~ T#ES ~ } „ ~5 BAR x 12" O.C. TYP. .#4 TIES ~
2 -6 LONG EA. ~ r f2" O.C. T'YP. Na Gary Iz£ws~s er
p FACE TYP. = GP ~ N ~
N ~ D
` ~v /
/ ° ~ 3 5 ~ (3) # 5
° 1~`,~ BARS TOP „ 1 OPEN ~fr ~ ° & BOT. 2 CLR 2 CLR BARS TOP & BOT. p
f~. r 2° CLR 2" CLR ~ ~
~ , ~ ` ° ~4 TIES ~ - , 4TIES~ I ~ a e.
~4 HOR. ~ / 1 „ „ ~ , ~4 HOR. ~ 2 O.C. TYP. 12" O.C. TYP. °1~'ngi~,eezeny*Architectva~e~Suroeyi~ag¦Technola9y
12 Q.C. ~1 ° 12" O.C
°f ' e U I e~ rid na s. a st, Ne z 252-ass-arAS, z~-am- {tea
e ~ / ~ C
~5 DOWELS „ #5 DOWELS # 5 (3~ ~ ~ UVILLIAM BARNETT
~ 9 O.C. ° ~ z t~ 9 O.C. 2 CLR BARS TOP BARS TQP DRAINAGE STUDY
„ o 1-0 OPEN ' 1'-O„ .i „ o & BOT. & BOT.
~ 1-0 r i
o °
~ r r . DRAWING 7lRE
(15) ~5 BOTH WAYS 3„CLR ~ „ ~ ~ v (15) ~5 BOTH WAYS 3 CLR U B DRAINAGE STRUCTURE
STRUCTURAL. PLANS
14'-0° S ARE ~ 14'--11" SQUARE
NOTES & DETAILS
SCAEE DEPARTIdENT AS NOTED STRUCTURAL
DRA'Wat BY F}k1E SHEf1' NG.
A GBP 01 /12/O9 1 OF 1
A t7~lECK£t2 BY DRAWING NQ
3 SECTION 4 SECTION MSR
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MSR
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