HomeMy WebLinkAboutBuilding Plansc= . c
_.. .n:: p,.a...p..,-I 'rPR Yvx,.
r. , 1 ry ,. ibR. •,„,: ,.. at 'r ,e a•r nP .r. Y: f , in.. ry ,.fi. q,
.. ,,... fi'..:. _....{E� , -. ...r...
:.' .- Ya. �. :. � .. d ," ' r :. , ,_a.. it , .
. r _. ., x �. Y ,, k • , � .� r , r ,.., ram.
-,.:,. .- :., • +, ...� -.. .<.. r. ,. ., u'+-,4 .-'f A '.�. .. ,",. . ,.:.r ua�" ,. .�trt ... d.: �<.h .. 14 S,de. ,5 ,-a.:a".. '34 •. .��-G.,-K' . +u. w.. ry 7-a_,rd'e'ta'..s
Y.....>. r Y... ,. .'Ys+ .a..-4✓. ,. x}+^' :.e. 5 ,2 n e n F. �.- ... ... ti,. �v.4M1. N. .4SY.d`'e 3. �k r�i v{�kl '�,r•, NYrry ?. ,i. a Svr-'vk t4.',h +1-�'t1btl* A° �� &9A°%, AY.
.. ... .. .. .. ,. : is ,. .°.:..: f" ,. R ,. .. 4¢
• -n' cr. .. .+.. ..i n u. ., •-. ik .r, .. ,:;, ,. ilY3_ { .-:,,. .. .: , .:.-. , ,.,. r. .. ,1�' '. i. .., e:r ..
p _. x , REVISION
pp,
. ,.. v ... � (( ,. ,.., ..
1 a- " , .i. .,,> • „N -_,.. dr.. ... , .. r#y' .x s.,. .#-R ,. \.. ,.. : <£ . W .ah ,,. w,• .., Su {r, a` u, �.-» �rv� ¢n k,.x .� , ,.
e .. ...L .. ...
SLIDE DOOR FOUNDATION
ALL ANCH S TO EXTEND ABOVE 'I'INT wE c WITH TRACK EMBEDMENT +
FLOOR ELE N IN ACCORDANCE WITH THE
�2, 0„
BUILDING MANUFACTURE'S, ,SPECIFICATIONS•
,•,; MIN. _
' % x' .., Ws'MA^T^r. ..: b 'K „ :ia.:: 5rF5"� ✓' ,.::. x+'� J.t S - - .L�: _. -�— _.i-r_ � _ _
g,y > ,n i %' h ... .pd :, �, t.„,h�: Y fY �', r''' s _ - - _ - - _ _
�s * Vx .rr ' < .jar a', .,' x iF y II i 4 " - - - - - - -
u
:. c n �$ � . ` ,.'-
+ '. - sy
. e�Y;G' •.' f LFS. �''e. n+,t r f 1'I...a%f ✓ mm,..� °kr n�rtk� &'r nT
vsL
.. ✓ , . ,,. „ ,, r, `'or �. O' - N I T f T -1-Z - T f T' ---I' - T' T --T - T f _I I 1 1.1 I _i. �.,__�,i_
F F - - --
E —.--- — E KEY JDINT •- KEY JOIN t3 -0' MIN,KEY
8'-0" MINJOINT _ _
TYPICAL
)K COVER 2 MIN. �II
/y ��II --�IIii-- /^
f fY',I MAX. s4 a4, } t'"t�l-I'-I '.:. 1^� C
3" MAX. 8 MI
' N .. �` _—' „..., .. Y .; :• . .. @`r.'rv, ..rE'ml'Ij
<'Y i 41'i+, #Rj 1 1 1 1 , ,.1; ` r - yrI�'� 1I
d d O O G 4`;' .' sd xr 4,. # 'e" ..
o 0 0 0 - - CONSTRUCTION C JOINT
- -
I}{I"}I}I" CONSTRUCT 1}I} '}I� J "J�f}
30"Q
SEE DETAIL
ETAILry
r'It1II-�Ir1 mII#1'11I{ -1IIIr_�Ii
-T�1 SEE DETAIL
3off TAIL D-D3 0„ TAIL -0° d a b -D
MIN. TYP a - MIN. TYP. -
O O i"Ti -1?I I
N
—1IfII
H_ i1
4�
,-
,
" ;�'.: cc ,v: j IU 3 CLR. ,., ' .a, "'..;: # wY :';.
3 CLR yl I. "-,, K 4 BARS @ 24 D;"'a.l I I I (I
#4 BARS @ 24 ❑.C, fig, BOTTOM., x PAC.
BOTTO7.. ITH 30 TAILS . F �; •�:` _:., ,
TYPICAL f
• �� WITH 30" TAILS TYPIG �r��, 'Y
THRQU HQUT' ),, - -
., . ..... s.,:.a-, r'T, Yrr lnr.{T .. ;u as ,., '��1,`'t.n a. _. i.., ,. J..,... �j � '. ,,:
r II II 1111II.III
trT
1/4" X 1 a
I t TACK EA, BOLT
ANCHOR BOLT-,gWEDMENT DET:
TYP. FOR ALL PE ETER COLUMN
& CENTER COL UM NCHOR BOLTS
B
xIiT
I'
{•; k �,: �'� a , �, '.'..t 1,4 a�e +k�i+ r��`*: W m' ,r� q �' y�,�" ,{, �I-I�I-i I-i�l'•I� Lij
LJ J
"?�h,„_ � .'�I�t��a ¢ I I �� �wy ,��. .rz r�''�'�• R *� , �` t i �, 7�r:L 3 l fi � � 11 11 1� I I 1 I �}
� S L I F�
rY , D:i }y..J, v } 3 h h i�k"k 1• � K 1,
1A UNDAT ION a+. °"F •« 1 �;k'�'r 4 ,,*xd.'NI I, :1 1 1 11 1 1 1 1 1 I I I 1 1 1 I �-�
.' BUILDING TRACTOR TO PROVIDE'
LOAD CAL° ATIONS AND REA�TIQ
N � z
�
n. x5,y y.'kt >< ','fr'w='w'"z a a� ,
FOR R PANELS, .p,-,�,_,
b I 1 I I I
O SLIDE DOOR I'•w, .: , r s
, w 'a:: � ,aF, F "y ; y
*144
.. ,&
_ ✓ x� II II Q 4oW
,
= I w
"" ✓, Ir t" %'xx�. ...> ,, " ::. ,,. , «++,�i @ , . � , 'I 1 1 I '-i'H°,c�r, bt ', ". i -:aca. ' n'dwdc'ri, +AW „p x.<. - - - - -
"1 1 1 I I I t I I f.' r ��",„:
'f a+.. .4wr :.+,., fir, r, :'�'' a .✓+: . �,. �
✓ <;.. f r" „a" ,. '. ". , r 'a±,;.,: t * , x't;' "' . ^: .:- s. i;: -I_I I_I yrt g,' ea k+ afd , t s q my:c } 4, �'
COVER 2MIN: ..
L ' .xy l':Cm• :y. a,lrM,,{v v'` * d„v .'fit 6 _—_.
n MA
MAX, Xa
",•.,q,'..y M w,„.ny 't ax 'aw, 5n'? w '` z B d1 !I
-_1�B
"; `..
II �.
Fz
O a o d
d a
d C 1 1-1t-
11-1.: ,? ,p,.�*.sa ,d<a f I........
'JNI2-0
a ° #6 BARS 48 .
d LG• 24" D:C. a ,ry el:" r" .<: ��., :.� " Ii I "I I II _!' 1,�+'p�5:,:Y: r. Ik 'i,,,•„k R` '`; T_YP. .MIN: °
_
d _ I1I 1I 11 W
Q-.
Y R N
«uf.. TY% ., ."'�j5, �i+,. `a k.„ Cl,�t a e! G. 9�".'. LJ_
,,gy�pp ,
I I
',z,M1 Y 1 , .' . , .{ `" t , w.Y_ !. -_ 3d3'li. iy w. p ` 1-1 1-1 % ; y,, ' , '1" I-1 1-1
O O C O d O O O O ,, .:;.x t ..r w. I-+,. xt»:w _. ':y ,y,y�x .,. ',.ti a � ,'�::�'� V J
.e .. n ..,, k ',L4 r < ✓ . e �� Y i •:' V, 4 C tf:- r...� 'fr t:y %Y Sus r n '4'i " ': j „�"'�C
.. . Via` a ' �,Y' SN,, � a j �, . *:, { , : � � ,x :, 1-I+I-FI � .+� �--+
a. x
ry •r :u.rk. .. i< ,�a.� ''`. %. .; ;:, re .! ' ,.._,h .�,;µ. ,.. � �I I I _ 1 I
MWNLY
x
i r to 5�x ,.: •" •'_'" ';s 1 I I 1 *' .: .s .: a L .;.s�;' "k' � !. 1 1 I I
Yr I -
D-
,. TAIL'::.
❑UGH.
: i�-I IT�1 ITT" 00
« II
_,: :.. I-i -I-{ T"ri^}l a" uFa � a,'�-:.4 � .,,+� r'm4'"Y'4w ,�l r .: -: ;„ .., .+'.;x .:�. �' T'�✓!A - -
,N. 'r.. Fya"... - 3.;. to':''y ,db� ,u' H" - ,♦hqF,. .:S a, ,
:a
_
r w.
1
II II # III II
r^"} :D
(��
�sML a. ;..1 '} it�l+, A_I I_I •�v r 3 �,�*,'_,`�S; kixk'w, .s '- � � LL /�
,J
F `9i. ,. , ., ,a;:, :. "al ::, yF :" , S ,r"":.. r! Y:... q'� `...: v .R:,'. � :. r., �,4 �', p„ �: v,�4S b•'
4 ' rc:r _ .�...,, ran f^' -"gyp +.4 ., ,", :. *..r,. ertt a' .::, ,,;.T. ?. ,wi".. ?. xt, 't ru,�" s.' I' +✓ rr ;Ys: � �`-.
i _:: ... .v'i, ,y. i.>ly ��,yF rV;S ♦,".. , r ( , 1., t „ .... ...:: \. .'vt .,.4 _ 1g,� 4h Al::. & `... ' Y r z.:,, � � 1 :Y.. :. , Y. ,i-., P� I .iM ,: �r f u. :.'�u. i r:Fx✓., r.✓. s ry , t iz;....a... M ,
y .
�u
n ,
n
P r, , a , :., ?:pi'..F` ; y h _ ,-. .•'s:. - • ,. , y dr' Y" y ,evt ', N W .y Y :,il -
r. , M t d.frl. .. . '� ,.. u.'y'. , ,. .,_ .:.',` I -I 1-1 uy ,�pN, i, �' .Y ,,. . a. t'�'�S 4i . •a .;k,V. • a S r I -I I -I Z \_l
"i.. - b— - -.L._ _ : r. ,,�.. 9 ,^,• ..' } d..a
Y
,
I II
Y II 1
, I i
1,
_p it"+,,, , .e' a ,t... w1; +., ,, r.-TT"„ • I4'i:t du* "MN:.'
<2 tA. @ ERTMETE
�1
1 1 1 I I
<4 EA. @ CENTE ) —
trt ♦^'♦. d. �. i, o. f:: h, x,r '..%5 1 1 I , ry 5 ', e` ly:a sa,.
rrfi-Tti m fir
'»4D� " :' f ✓ ♦♦, +� s ".c; `.� a ,}' � f'::' w.,T, s _ _ '�}%a. °« i I , 1 ITT i I -i-i w� y„ • I I 1 -
x q" I I I i •
t 3
y. r 3,:!: h .��, 1 1..: I I i I ♦♦ ( �, �`v ki I a3;.Tu1 +:�iY ;�l4''""V ,_, 1_, tit n+. , �; � ap' i_, 1_,
.rx,�a ,. µ .. � ♦♦ „ -- �' N, i '+�, at' ': � � � *4E A ,,, ti... i #Is "k :. , ",u' 47'�4, x>s +E. 1 1 �':`t
" :-. , + ,- f 4"x :.. r .. � ,., � x ... I r. :..,=xyhl xay3[ . # <�4, ..>-s � 'V � I 1 I �I ✓a S rM1 _
'.:.µ:_:. ,,. �.,.. .,.p,. f°Yr.. - ♦ 1 ♦ ' e"E.d ., i-L. _ I I _ :id .., ,3f r?+•, ,,. ,.,-k v :' .u�. a <i
Ji
,€`.g.�l:,>> ; u., `a,=ram". ♦ ,. w,W.�ar'yy r,.n,_. i¢x ,,cx .,:n ;,f 5 `zar yx " "- ! O W
f 1 l ♦ t , { i i I
`:, .,, tee, - .*';• . us: � _ , a.; I ��8,; � " [ F - �-�- " W
- - - -
$" G ✓ 1 [�il is \,..,
, O O O.O ♦♦ •' ':� ,'.. 11 I I I I, 4n `x5. k ,'. <7j, a- "��is "" � i I I 1 1 .. -
�,f ' �♦ � »,..+ ";. r:. I_I I_ k'yyix64 ..r,-. .:'�`.'T't: !aR �¢ f.. xMwa I_I - RUI�DING DIVISION
of
O O n
REVIEWED cn d
.:a ::''' t ♦ f ♦ f ,. �` ",W',..Ib >} ,� "E : -... t ,.. , ^,,, _ FOR C06 IC �..
l � _
rl-rrn-rt " I I
1♦♦ I� O I 1 O O i i a,?d Nr ,4`%�, '-I{-I ,.ar.- 'tya �.1 y " _.: _.._ _.._.._.. _.._.._ .-.. I -I 1 I
♦; x6ut yx �r �F. q FI FI f
., , . , . , . ,.:. �• O or`r, 1.9.•c. :.a P �y,r; x L,L _ J, _ t 1, vir'.- , .'" , u _ 1 I _ —Ll — — PL NS �N C`RMI-r
} a-=k " I 1 1♦ i f 1 1 1 fi' k jy 9 a""„ hn 4;%fig x I I� STI3FKEPI Q
.r ,s-_ >;_':P{, .... `„ ,., r ,.a ,:,. y `♦ i u"a `k"i. 3 ,w ,:% ..,-. �..�-'_'-�-�.I-' :. i.. w, �" �. :Vei' ,"�:' �f - - _ SPECTIOP, WILL BF N14�;1 cn
C�
� A ,: 'f
I I I �♦ ( � � I � I P •"•�' � �x .o I_I I_I � a F n.✓s 'q ;' .� .,w ,.� ` x "r 1, .a^ e. # ' «, v � r # wr»I I_ _ � W J
,, ♦ ,V- ., .a.j, w" ,.;. ".: x::„ q,' "mf d �, *.w',. ri:,, 1::. p"° ,:.., ,` y,.y, % ,".1 nh t^:Js F'4''' 'F:pl fa,. ;. I �.- �_
d e .e . 'It I ♦♦ 1 1 i I
,n e.'{ aYr s� f ,,p ! 1 0
� "� 3 Vr„'P R�E£�'�I #, �� Q
♦♦ � _& � �. rr -�-�- y .�� �y : �K },� rrrl-�-r1 .� {.,.h # L x F _ _ � o
�,,, a.n ♦ h a�i f - - % "', ,,f,d >t, t 4"'f-1 1-TTI 1:'„ s k hix"�°^uy^'r , i I _I
/ Yy
♦_L_L_ qr}
� , FI H
,ry. r,£. T.': s v s:" x ..,-, 1--_.J_G._1-1 A - W
iIkN+ II II
_'I lvn d' R! � } x4 , .."y". TT-�ITrI-I 11_F 1_I z � V:
� � /LWyL Z
' 11 II rl ri II'II I
x
--
"�^`�""'Ix`'' CONSTRUCTION JOINT CONSTRUCTION _JDINT � 1111 I I 1 0 � �On
R, E - F _ _ TT (141 ITT SEE DETAIL I I I -I Z Q r) L� LL—
SEE DETAIL
s R r
_ �I-I LI-I D - D 1!'-' �'-'� D D
rW I II
1X2" 1'-0" _.
1. 1 I I -I i I i_I 1 1
4� r, �♦ 7 fit `ti L' 1,,9 i }R u'P..'?°,f r 1 f .fi' 1{f Sw Y ?.. .{ I I 1 I N
o -
-I}�I DRAM
_ _
l l ..vr: <q , .i-, x r n ki 4 ., 1 i. : 4r u J ,. ♦ . ^W[a�,''* \r �I I� I !
K:
'K
" .s._ xn�, ,.+r5$rv..., c. u. ,.. T✓h , .�., sM", u , r x ;.. k• .'r. .:-: } .rk +r,:a ' ' #a'„Ya c' - - - -
JEFF J.
D
1,0) ANCHOR BOLT LAYOUT AN D fit, .. :d ....r - - - -
,;.. A �., , .v,.,r,. : ., ., . x;-. «. ✓ �' u'.,:- . "w ,n r , 1 , b -1_ _ L._.-J l_I_ .1_ t , ` _".�1.,_ J _-1 _ ,I_I_ _r-I-TT l _ ..: -_ 1,.-_. 4. _..L _I a_L _ 1_L mil_ _t l_ 1 I CHECKED
FACURE'S SPECIFICATIONS: rmr,fs,%.. 6 1
-
L u) ANCHOR BOLT MATERIAL TO BE PEf�41 a I .b.
INTO GRADE BEAMS t!
0 , EMBED ALL ANCHOR BOLTS 32 INCHES DEEP I ": h, k." :.. _ a _ - - - -
'-- -• —'- - ._ --•— : --•- - •—' - -•— • ---.--..--.+r - -•— '• --•-- •--r - r —,- _ •'---.:i:. -,.-- .-,.--.- _ _ _ -_
440) STEEL REINFORCEMENT BARS TO I GRADE 60 KSI MIN.: "
,. ...r'IF;yv .:' 4 ¢ wl '. :n+' .,r +?, +q:,; r , + -.. t r. I e-a}k`%#4n ,a: ;._' x wl u,l DATE
T REINFORCEMENT BAR LA DIAMETE IMUM UNLES I, I Ik ,
5r0 STEEL ,,•a.' ,,Aw
I i
�, . ;
F
r,Tr :rnv xre.r .,n'rrn-,,...•,ue..�«YS ,tk' ::6- .:�.x r _�.... _ -. .. .... .' .. il#eJp, .R�.. _...,, ._,mr:v���' , > .Ma �r, :. �,,. ,�e :+��rY,i .. � Xharrm. .�ql� Jw ��Se ,_. _. Imam
, .. r` _� �.. _ . � �'1 — r' � — Q
SION I BY
z
C
CAP. JIB CRANE
O
M
BOLTED CONNECTION
CENTER COLUMN TO
ROOF FRAME
1 /r
OUTH
MS SECTION
34'—
CAP. JIB CRANE
`,
`lows.
STANDING SEAM ROOF
OR AS A MINIMUM, Rq
AND INSTALLED USING
�� ' BE SUPPLIED BYE
ROOF SPECIFICAi
2) BUILDING MUST ICE bt `�.hfU TO ALLOW' ,
COMPLETE REMOVAL OF THE CRANE RUNW
0 CENTER COLUMNS WITHOUT EFFECTING
r ='. CTURAL INTEGRITY OF THE BUILDING. BUILDINE
' ST BE DESIGNED TO BE FREE DING AND
CLEAR SPAN WITHOUT RELYING NE
SYSTEM FOR ADDITIONAL SUPP
3) COMPLETE CRANE RUNWAY SYS: DING AL
REQUIRED HARDWARE, STRUCTU AND A,!
40 LB. RAIL, IS T SUPPLIED INi
MANUFACTURER. RUNWAY SYSTEM
ATTACHED TO THE ING BY BQ TED G
ONLY, WELDED C IONS A PE
ATTACHMENT OF TO RUN_
F p
A TO l
y.. DING 0
„ CRANE,
,p.
� ADDITION UPPORTI f IDG
' RUNWAYEM, ALL ES
COLUMN T BE CAPABLE OF SUPPOR
N CAPACITY CRANES HAVING A 12'-(r
.x
�: • • 1 �., �. 4 c q,n � x{��� ictllk,'rrIWI�Q4 yXC'3�I��, i���� P. ...
�..'<y.�.
� 1
:�• � •' + rya ^e
8
U4J
s ",�,3
• '�ra+",p',
1"a#'tb s',i
f
i {
�• � iFv a
£,<+n ^"i3v
i �' ' • • ' i
, k ''€ 5'- ..
.
s �'ilTMr r w
In
w %'art.'$ � �^
�
��, ..
{4, t P • �•
LOAD IMI AND TRAVE MY
G STRUCTURAL DAM
LY CRANE STOPS AT
S CAPABLE OF STOPPING CR
AS STATED ABOVE.
Ft REACTIONS
CONCRETE
IUCTED I
G COD
AND THE
'200
-- 825I
35fY�d
0
U cf)
Z j
cd
W W
u.
VJ
oJL W
� W zz_ Z
`q
wa: U
LAST PLO D 01/22/98
-AWN
DATE
12-27-97
SCALE
1° a 6'-0"
JOB. NO.
A-3000
SHEET
3 OF 8
ED
F
W
c
CC
�
N
=QU-9�
Q
xmm C
n f�
4
uh
i
b[
9
A
� "'�� L�I'lIi IPi o�r'.���"� 4S,'✓<fi�ftS �W'°, 3 [L;Fo }��::'
I
PAINTED
VALUHE
o
_b
rx
n
S.
r
�'f�E E CET,
I
w
.°.
PHASE 2 BUILDING
p
y �
i N, eye
v �;r•
k
THE EXISTING FRAMES AND MADE CL—OUTS
D TO PROV,DE FC•R !NSTALL.ATION c)F TRZUTS-
SHALL. BE NEAT, UNIFORM, AND OF ''HE �MALLE`:T
)R STRLI NSTALLAr[ON
x y� TES
S
EL
Y -7 17
� L:��ek."rr"1:'C�"T�eel%"i"
LOCKS.
IN
NPEO IN
A 1S
STANDARDS
OF
THE
NG
P)MCA
L STCFI
NOT MORE
Vis&E
F1 DRI..x.
V THE HARDWARE
PRIMED WITIi Ll�rHl
OFY wTFkS AND a)AW;POOTR ARE ADIOUATA!tiY
D6R TO ATTACH D' WNSr •ITS AS SPECIFIE( B' THE
#i
�Fk .
ga
PING MA{)FACTURtR
S APMSL
CNFI, lD
JTJ
JJJ
VJ
cr ih
N
= <
o r La
z
!: NT c\
<
LAST Fw0"i 7ED OD-le-99
��zP.�. + �• m' -;� �t �i w �x ; � fr sk ".'� � 1<'3§ � +�^ r i�+ . 3
p �" T✓ s .y. "�I ar .0 A�
*3 V
q.
aRUIA
INTRODUCED IF IS ON PREVIOUS COMPACTED SHELL.
Tt
ERMITE TREATMENT THE STRU ALL STEEL.
t T IS THERE TO 987V DENS TY PER 6" LIFTS.
NCRETE S 1F3000 PSI, 6" SUMP TEST FROM 1 /4 D. TEST CYLINDERS TO BE TAKEN
T EACH 0 Y S OF CONCRETE
a r,
THE CENTER OF THE LOAD AND TESTED AT 7, 14 & 28 DAYS. TES EA 5 RD "
Sol ' �r'• TERS & CROSS FOOTERS CONCRET SHALL BE 4000 PSI AT 28 DAY CURE. COLLECT 4 TEST CYLINDERS FROM THE
1/4 OF THE L FACH 50 YDS. TEST CYLINDERS TO BE COMPRESSED TO FRACTURE ON 7, 14 & 28
LINDER P F SPARE. IN THE CASE THAT ONE OTHER TEST CYLINDER IS NOT UP TO STANDARD
s y 4 i s a r>.T9 l
T 3 l (6") MAX.
4 Y
n � � ANCHOR BOLT P CHOR BO 7S HELD BY A TEMPLATE. ANCHOR I
BE ASTM 309 DL4 NUFACTJRE, ANCHOR BOLT LENGTH SHALL BE
� IGH THE 18" FOOTER AND EXTEND 4" CLEAR ON ti `
i ^a�„v , %R ^ .Lsx ,r• ', a .? a ' -t ,s< .': a °?'F-A nn�
6.0 EEN OVER THE ENTIRE COMPACTED SOIL AREA, g f
OVER 5" THEM- AN EPDXY BONDING AGENT MAY BE EMP
ASSURE C THE a CURED. =
7.0 PLACE THE STEEI�r r' ,` ' THE ANCHOR BOLTS AT 8 LOCA
TO AN AND DEPTH. FROM THE BOTTOM MA
THROU 4•" CLEAR ON TOP.
" �,�' k 20 � �' ED UP 2" ON S' CENTERS OVER THE �..
4
r
}���a�>Mw � "ND INTO n, L REPLACES THE WELDED WIRE MESH
ir,Nwl' :�, LIMNS TOP` BE PLACED 2" UNDER THE TOP SURFA
f
PATTERN, KEY EACH AS' OWN IN DETAIL 'K'. POUR. '1'S FIRST AND '2'S NEXT.
AT 24` ON CENTER ALL SIDES WITH A V X 2" P/T "
v ';•}s: E REMOVED PLACE A PVC TUBL OVER THE 1C" PROTRUDING #4 AND CAST THE '2'$.
DOWN THE KEY SLOTS AFTER THE KEY BECOME VISABLE ON CURING, ABOUT 4 DAYS.
ks* AGENT PER MFG INSTRUCTIONS.
LOCATIONS.
g, PAGE SPECPFICATION WHICH IS PART OF THIS DRAWING,
v� voor� �alL L NVZ
5,
, 1Al
�I x �4 �� AB FOUR
a 4 a�'
IMBED 10"
AR THE I jl
r m shy .�Sy" ?: ��y [5' (2x4)
:a "mCi.". .� 'ti !'.al ...a", ... "X♦ ,•.r♦ �. . unn .r i'i �A�ER +a
p
E r—ODTE
,
R
4 .;n
n
r p�
c
EXISTING CONCRETE
DRIVEWAY
I �
-- — — —
j
as i
a
J v
L.rr.�
t I I B
air
Tl
0A
bj
I
a
"'s< w
I
,
µ•aYl,
a4
r
f
r
Y
,
�
ra
rµ
1■
opo
//
0
01
q
�,l
40
'
PC
1
ra
a
yu 4
a�5
1
any 4 y
•
� 3 F*? } is
qi"8 F
zftr t *'
Y
F
n
°
SHEET
8 OF 8
Wel�\
���