NO PERMIT NUMBER A. S. Associate , µbaR%m VIE,
ang
ENGINEERS & PL V`Z��„s.
US DILLON AVEMA, BLDG
CAWBELL, CA. 959080376-0363
�L
FAX (48)08) 376—OX3 d P nas and sPeciiics and it is Uho
>tbi�� ob at all tim" alterotianffi
nnY ch an�e'eomissiotL (gym
written P
STRUCTU uo u6. cir; ola,a no.
p , ecihcation9
ale:W-- t s=2 Ants Plan mit or to be a
e
N
C1ne staPtn n, heal to P nY Provisiatl9
ENGINEERING '�� �� �rI'T
F aew�.,
PROJECT: PROPOSED WING WALL
CORRECTIVE WORK
LOCATION: 10060 suss AVE.'
CUPERTINO, CA.
DESCRIPTION'. REPLACEMENT, OF A DAMAGED
CMU WALL. .
FOLIO N0, 7941 DATE :25 JUNE, 1997
PROJECT ENGINEER:
Cfw
/.
AUG 121997 *,�. •Ev.°A •
BLDG.INSPECTION DEPARTMENT OF
CITY OF CUPERTINO
OFRCE COPY
��Pf27/ii/o
A. S. ASSOCIATES, ENGINEERS, PLANNERS 106 /oo6a B4e&?8 iAYe,SK-26.6.97A
145 Dillon Ave. Building D SHEET NO. OF
CAMPBELL, CALIFORNIA 95008 CALCULATED BY DATE
(408) 376.0363
CHECKED By DATE
SCALE
B41/1/0/40'er 60e47A [2 . *(/Aid .
V.7,
2P �E� To
s?FT�Teuc�- A G
p/rid„ m js!/ tL._. ..
/.f//1 ........... .....................
_
!✓NE
F
.. .... .....
•
-a 2
PARTIAL PLAN-DAMAGED WING EWALL
......
M W UC,AI�13�N�Ysbl A5�t IPtl4A1®.M[.G�a1».4m 011)I.la 0Nx PKKt IOLI MB I d00.Tb61l0
A. S. ASSOCIATES, ENGINEERS, PLANNERS JOB �oa6c Bd�B AUS, C�f�fQ7/fid
145 Dillon Ave. Building D SHEETNo.SK-26■6.978 C,
CAMPBELL, CALIFORNIA 95008 CALCULATED BY DATE
(408) 376.0363
CHECKED BY DATE
SCALE
1/✓J1KG.
�• v
1_.. . /.6"+ i TSP.--�,� .4G ._
y I_. ) AEb�E2-
n. .._ t.... -
I , , I
2421=11-
7 7 _.
f1 £�9 ori pArs�, E
:
95)417 42s= lovpc��9/z
.....
A `SECTIONAL ELEVATION
.
BIOpI[TwIS.gYSkmI AO'11�1®aM.,GMn.Mm.01411.T. KIWE TOIL TAB I dVmY
A. S. ASSOCIATES, ENGINEERS, PLANNERS 'DB /flo 6v- fUA.d A vc C>,w 7AU76
145 Dillon Ave. Building D SHEET NC.SK46.6.97C OF
CAMPBELL, CALIFORNIA 95008
(408) 376.0363 CALCULATED BY DATE
CHECKED BY DATE
Ah SCALE
�F✓fG9J' _�E) CMU
.00
INAGL t`2E.P<�¢e�
E'MA�rE .76v�V7 /✓?6 e71�2
/;#f.¢ ✓f. e7 d��
._ T '
.r-7- ,
i �f�cy_�,eod
cS�cvj�19-LL G'�ELL
..........
.
N _T
LLL/rv� mF
1 { { _
• I
I _
�...
L
-
_I
�lrr aAe�
24 r c
it
......
—WN WAG
' A.. /—a BLFU_S
• ..... . ' ......
PROPOSED CORRECTIVE.
WORK PARTIAL ELEVATION.....OF :DAMAGED MING. WALL
STM I ®.�.� moo„ r000.KOERLLfl iDmdY
A. S. ASSOCIATES, ENGINEERS, PLANNERS JOB
145 Dillon Ave. Building D SHEET NO. OF
CAMPBELL, CALIFORNIA 95008 CALCULATED BY DATE
(408) 376.0363
CHECKED BY DATE
SCALE
MASONRY-..NOTES .....
1. BLOCKS: CONCRETE $LOCK SHALL `BE OF SIZE SHOWN ON
-- STRUCTURAL DRAWINGS '-AND--SHALLiCONFORM:-TO-ASTM -C-90 -GRADE -.
N LIGHT' WEIGHT ;UNITS. UNLESS ;NOTED OTHERWISE.
;MORTAR. .----SHALL BE:--COMPOSED--OF .NOT LESSTHAN1/4-..PART:-.NOR
MORE ,THAN 1/2 PART LIME PUTTY ORIDRY HYDRATED LIME, 1
PART ,PORTLAND CEMENT, AND 4PARTSANDBASED ON DRY,
. LOOSED-VOLUMES.'- THE--TOTAL-.CLAY--CONTENTS,. INCLUDING THAT
'
INi THE SAND, ', SHALL NOT', EXCEED ;2$i OF THE ;SAND CONTENT' OR
... ..........
6$ OF THE CEMENT CONTENT
........_.
.
3 GROUT. NOT LESS THAN 7 SACKS OF: CEMENT ;PER CUBICYARD
FLUID CONSISTENCY, FOR POURING WITHOUT SEGREGATION OF
CONSTITUENT....PARTS .
4 MIK: 1 PART PORTLAND CEMENT TO NOT MORE THAN 3` PART8
PER---GRAVEL, 3-/$--INCH--MAXIMUM--SIZE--COARSE- AGGREGATE'L
GROUT FILL USING COARSER ;AGGREGATE ':MAY BE USED TFMIX IS
PROPERLY DESIGNED� AND APPROVED BY ENGINEER: MAXIMUM ``
-- s---- SIZE •0Fi-AGGREGATE: ;MAX. 1-/5- LEAST-;LATERAL-DIMENSION: OF
CELL TO BE FILLED.
MINIMUM; COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.'
ONLY ;APPROVED--ADMIXTURES (MAY---BE--ADDED. -- _........
........
5 MIXING: . PLACE THE SAND, CEMENT AND WATER IN ;THE MIXER
>--- IN THAT;-ORDER--FOR'—EACH- BATCH- OF MORTAR OR GROUT AND--MIX FOR A PERIODIOF AT LEAST , MINUTES: ADD THE LIME :
CONTINUE MIXING FOR AS LONGIAS NEEDED TO SECUREA j
UNIFORM:-MASS.---BUT IN--NO--CASE-LESS--THAN--10 MINUTES;---USE
MIXERS TO ,SECURE A UNIFORM CAPACITY. : BATCHES REQUIRING
..........
FRACTIONAL SACKS WILL NOT BE PBRMITTED UNLESS CEMENT, IS,
---- WEIGHED; -FOR EACH SUCH-BATCH. 'RETEMPER--MORTAR-ONLY BY--
ADDING WATER INTO A BATCH MADE WITH MORTAR AND THEN
CAREFULLY WORKING THE WATER' INTO, THE MORTAR.
-- RETEMPERING-THE MORTAR• BY---DASHING--WATER-;OVER ;-THE MORTAR
SHALL NOTiBE PERMITTED. :ANY MORTAR OR GROUT .WHICH IS
UNUSED WITHIN ONE HOUR AFTER THE, INITIAL MIXING; SHALL BE
- - :REMOVED'--FROM--THE--WORK. -MORTAR- SHALL BE ':MIXED--AND -
MAINTAINED ON THE BOARDS JO A '.ISLUMP OF 2-3/4 ;INCHES PLUS
. '6R'; MINUS..1/4 INCH
_._ ..........
i6. :CONSTRUCTION JOINTS: WHEN GROUTING IS STOPPED FOR A
PERIOD OF ONE HOUR OR LONGER, FORM HORIZONTAL
INCHESUCTION;-- HE
JOINTS !-BY -STOPPING-THE GROUT,• POUT 1-1/2-
JOINTS ,
TiUPPERMOST ,UNIT
.... .
:
i
......... ..
......_.... i... i ......._ _... __..._. ..
vxou¢rzN i(saes )Miirnmm®alxGm.wn.nun.reuen vrax[rnlmErumaeo
A. S. ASSOCIATES, ENGINEERS, PLANNERS JOB
145 Dillon Ave. Building D SHEET NO. OF
CAMPBELL, CALIFORNIA 95008 CALCULATED BV DATE
(408) 376-0363
CHECKED BY DATE
SCALE
w
i7
.ALIGNMENT IOFA� VERTICAL CELLS:- �ALL MASONRY SHALLBE BUILT
:TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE
............ ... THE CELLS to BE THEIVERTICAL ALIGNMENT SHALL BE; '
................................... ;SUFF2CISNT TO-MAINTAIN ACLEAR--UNOBSTRUCTED--VERTICAL---
FLUE .MEASURING 4NOT LESS THAN 3 INCHES BY 3: INCHES.
...................
............. ..........
8. LAYING -...IN PLACING ;MORTAR IN HORIZONTAL JOINTS,
iCOMPLETELY COVER THE FACT
SHELLS OF THE UNITS WITH 1
........................................................
MORTAR SOLIDLY FILL ALL HEAD JOINTS. LAY ALL MASONRY
.........
':---.... .WITH COMMON BOND.� HOLD! RAKING t;TO; A !MINIkUk.
i9. GROUT PLACEMENT: MAXIMUM GROUT LIFT SHALL BE 1,21-6117.
(U�.N.O. ) NOi[NUOUS POURS -SHALL BE -STOPPED--1 1/v,
!BELOW THEITOP OF A COURSE TO FORM A KEY 'ATI' POUR JOINTS.
............._..................... ......................LID (U.N.0 ......
�A. GROUT ALL CELLS SO0
B. 1
SOLID ;GROUT ONLY CELLS CONTAINING- REINFORCEMENTS
A...N......C....H....O......R.. S,iBOLTS, ', INSERTS:, ETC WHERE .NOTES
.......... .......................
flo. -NO! PIPES OR DUCTS—SHALL BE--PLACED -IN MASONRYWALLS
UNLESS SPECIFICALLY NOTED OR DETAILED.
................
ill!. DOWELS IN 'MASONRY. WALLS. SHALL BE: THE SAME SIZE AND
........................
SPACING AS VERTICALiWALL ;REINFORCING !(U.N.O. )
................ .........................
i q
2 p
:121. 4ALL VERTICAL; REINFORCING.IN� MASONRY WALLS ............
i q
;SHALL BE LOCATED INITHE CENTER OF THEIWALLS. ,
..................
.13!.- STRENGTH: : ULTIMATE?TEST ;PRISM COMPRESSIVE STRENGTH,�..........
f'm, SHALL BE 1500 PSI, (U.N.O. ).
.............................. ........... ........... .... ......
14e. tMASONRY? REBAR LAP LENGTHS: ....... .......... ....... .................................
........... ..................... ................. ......................
WALLS WITH NO . WALLS WITH
- GRADE SPECINSPECTION SPEC INSPECTION
...........
----------
_--BAR-SIZE--- ---- -----
q ;
.............................................. ............................. .............
40 32
q
24
4
----- -----------------
..........
.......... ......................
t................ ...............................
i
.......... ...........
......... .... ..................
............
...........
.......... ...... p
........... ............. .............
..................
......
........... ......... .......... .........................
..................
p p
............... ............ ............
1 d