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FOLMATK)N PLAN
1 1 M1,f."Tje'V1
FOLMATM PLM NOTES:
A WE SWEET 01 FOR GENERAL NOTES.
B. GENERAL CONTRACTOR TO COORDINATE DEMOLITION OF E> I STING PAVING/MATERIAL. GC TO
NOTIFY TWE ARCHITECT OF ANY CONFLICTS WITH THE EXISTIW CONDITION, SUCH AS, BUT NOT
LIMITED TO: EXISTING UTILITIES, EXTREME GRADES, EXISTIWi 1XUFES OR OTHER UW-ORSEEN
CONDITIONS THAT WILL PROHIBIT CONSTRUCTION OF THE -TURE AM BLAB AS SHOWN
C. ALL ELE%'ATIOINARE RELATIVE TO THE HIGHEST POINT ON, t4E REPLACED FINISH SLAB OF
r;',
(REFEFNCE ONLY). REFER THE CIVIL FOR ELEVATi,:'-AS
,.�,.
KEYED NOTES:
8" CMU PIER- REFER TO ARCH. DRAWINGS FOR ADDITIOtUi!. NFOSMATION
III STEEL COLUMN wA/2'xI2`l BASE PLATE 4 (4) 3/4"t -.lNNCWOR BOLT$. SEE 9FT-705 FORih
ADDITIONAL DETAILS AT BASE PLATE, AND DETAIL 90--0, FOR ADDITIONAL ANC4-M BOLT ;ill
INIFOWATION.
05 CONCRETE SLAB. REFER TO CIVIL FOR Twicloess, Rswr-cws, FINISH, awws AND SUBBASE
LINE OF NEW 6LAB/ EXISTING SLAB TO BE REMOVED
VO" x V SAW CUT CONTRACTION JOINTS.
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NOTE:
2 1Bi
41 METAL STUD FRAMING b=..
27HREADED PROJECTIONS ANC44OR BOLTS MAY NQj Nor"&
(ABOVE) PER
0PROVIDED Aft. ViINIM". BE %1ET SETO AND MOT SiiE 66T -W FOR ANCHOR
418 SEE ARCH. FOR
BE PLACED PRIOR TC BOLT LENGTHS AND
ADDITIONAL INFORMATION INCREASE AS RECAARM.
Ea Ea POURING OF CONCRETE.EMBEDMENT.
-
1
Illit-6SEE ARCH.
2all CMU will VERT. w/ STD. 33/4' ASTM FV.5,4, GRADE 3/41+ ASTM FFA4, GRADEE UP
T.O. MASONRY HOOK INTO FOUNDATION
�56 ANCHOR MO6'T WITH ROD WITH STD. A563 HEX NUT
ST.). At,63 kEX NUT AND AND A436 MA,%IER ABOVE
W COLUMN V4, PREFORMED JOINT W COLUMN, PER PLAN A436 WASHER ABOVE LEVELING hLIT BELOW BASE
PER PLAN
FILLER AND SEALANT, LEVELING NUT BELOW PLATE. PROVIDE WEX NUT At
IP
SEE ARCH. DETAIL
K HOLES A. ANC14OR BOLTS
CONCRETE
TYP. N BASE PLATE. THE BOTTOM. PROVIDE OVERSIZED _ �l
B wCLIRB
(BOLT + b5/16" MAX)
Ac
Ell,
PER CIVIL.jIL
d T.G. SLAB
—4
LU j 9 9'
121
FOOTING CC)MPAC1 LD GRA\)SL
2
0
BASE (TYF-J A_ -
1k N
Ilk
-Opp CONCRETE FOOTING 98
CONCRETE CURB, SO CM w/45 VERT. IN
SEE ARCH. I FULLY GROUTED CELLS, NVB.O. FOOTING
w/(5) 05 EA WAY a a
LOCATE AT COWER
ON 50"IrTOM CAL
OUTLINE OF FOOTING ItYP (BELOW) CELLS AS SHOWN
HEAE*M EKXT THFEADED ROD
V)
ENLARGED PLAN AT PER lc�ECITIIION AT PER ANCHOR BOLT DETALS BASE KATE DETAILS
S 0 0 -Opp
S lo0IIIIIIIIIIIIIIIII02 SCALE: 1/2" —Opp F 1, 3 SCALE: 1/2" 1'-0"0 SCALE: 1 1/2'0� SCALE: 1" 1'-0"
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CITY OF FONTAN..�, CALIFORNIA
BUS OHM! 5R
DR." BY: JC SCALE- AS NOTED
DESIGNED BY. JC FM 1%')�2 DATE: 01/15/Oe
44ECMD BY; A BY:
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