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L 'NOTES
TI follow w
ing notes apply unles;rtpted,o�her Ise
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Uniform Bit Iding Code
0
VE LOADS TIMBER
Lumber not noted to be
1-1 F. #2. All grades shall conforin to "M`WPA Grading Rules for Western Lumber." Bolt heads Root . . . . . . . . . . . . . . . . 25 PSF WIND . . . . . . . . . SEISMIC . . . . . . . . . . . . . . ZONE 3
-ovided with standard cut washers. All wood in contact with concrete shall
-40 PSF PNRTITION D.1 . . . . . . . . . . 10 PSr EXTERIOR DECK ....... 70 PSF and nuts bearing against wooJ sball I)e pi
FI OOR ........
..........
treated.
e-FOUNDATIONS 't
GLU-LAMINATM WOOD MEMBERS
ed
Soil bearing assum as 2000 PSF to be verified -by soils constillant prior to start of construction. All exterior footing
2400 PSI). Clue
Slabs and footings shall bear on fill prepared per soils report. Glu-Laminated wood beams, Douglas fir. Coast region, kiln dried, stress grade combination 24F (fb
shall be minimum of 1'6. below finished A
Otto
m lain to be free of unsound knots larger than '/2* in diameter. Glu-Larn
shall be exterior with mold inhibitor. B
fabricator to provide top tension lams at cantilever.
Ll ITE
CONCRE
PLYWOOD
f, c = 2000 PSI'Lor footings and slabs on grde LK,,r,- FL_Ywcop �_Q Fcci-- v4 i v 13 Lpe, cH k At f'c = ZOOO PSI forall other concrete
Ultin I i I ate strength de sign method used. Mixing and placing of all concrete and :,election of materials sliall be in Roof — shi" CDX (UBC Ident. Index 32116); floor — T G� `DX (UBC ident. Index 48/24). Nailing shall be as
accordance with (lie UBC. and ACI Code '18-V? Proportions of aggregate to cement shull be Such as to produce a indicated on plan. Walls '/2 CDX.'
x. which can be placed without segregation or excess free surface water.
dense wot kable mix with 3" m.
aall exposed concrete edges miless indicted otherw
Pecs. 1/2 c ia
For admixture sees
ise on arch. drawings. 2— 3
TRUSSES
Wood trusses to be as noted on plan, mant
REIN FORCIN G STEEL ifactured by'lYus joist Corporation or approved equal. Plywood nailing into A. truss chord to be not closer than 6" o/c in any row of nails. Separate rows by a minimum of 1/2". Bridging and blocking -ade 40 (fy -
.10,000 PSI). Lai) continuous reinforcing -74. Gi facturershall add trusses as required for all mechanical units
'All reinforcing steelshall be deformed per ASTM AG15 to be as recommended by truss manufacturer, Truss rr,,mL
bars,30,bar diameters, I'T' min. unless otherwise noted. Corner bars (1'7" bendT will be provided for all horizontal
and suspended partitions. All truss shop drawings shall be stamped by a licensed structural engineer in the State of
etai steel in accordance with "ACI Manua quired for the roof trusses. Provide TJL bearing
reinforcement., D I of Standard Practice of Detailing Reinforced Concrete Washington. Calculations will be re clips at each end of each floor TJL.
60
Structures:'
10
_i; LA 67 0
Cover to mairr
reinforcement to be:
FRAMING Footings ...................................................... 3 inelhes
P/2 inches All framing to comply with UBC Z. Nail sizes and spacing to conform to UBC Section 032'5, Table Formed surf uces - -Weather race ....................................
4 inch and section 2$10 Bolts andtber fasteners to conform to UBC Section �Z311
Interior Face ............................................
All wood in contact with concrete to be pressure treated.
6" min
clearance between wood and earth CT-UA EL -en fl
STRU L STE 18" min. clearance betwe oor joists and carth
2" rnin, clearance betwee
n floor beams and earth
Structural steel shall conform to the following standards:
Tube Col. ASTM A501-68a (fy 3C,000 PSI)
el members shall be given one shop coat of approved paint. Welding as per para
stc� D
All graph below. OORS AND WINDOWS
All glazing to be double glazing, with maximum "U" value of 0. All skylights to be double glazing, maximum "U"
Value Of 0. Factory built windows to be constructed to permit'i i taxi mu in infiltration of 0.5 CFM per lineal foot of
-rEEL
INUKELLANEOUS S operable sash perimeter as tested by standard ASTM E 283.713. Site built and ni'll work shop built wooden sash are
exempt front infiltration criteria above, but must be made tightly fitting and weatherstripped or caulked. Sliding glass
'111 be '/4" co;iLinUOUS fillCt
Miscellaneous steel shAll conform to AsTNI A-36 (fy 36,000 PSI), Welds not spCC:'iCd SM
doors to permit maximum infiltration of 0.5 CFM infiltration per square foot of door area.
11ancous hangers to be Simpson or
minimum. All wei(is to be by certified
-,v0ders — use fresh E60 electrodes. MiscL T
sh�ll be nailed. Machine bolts to be
pproved eilual, All hangers to be fastened to wood with 1,roper nails — all hole� a
Sfety glazing locations as per UBC Section -77
A,307. Anchor bolts Into ccncrete may be 1)arabolts or engineer approved equal.
1. Ingress and cgress doors.
2. Sliding glass doors, swinging glass doors.
3. �;hower & bathtub enclosures.
�,7
-?97
4. Glazing withiu_2!f of a door and less than 60" above floor.
MAONRY
--)C
5. Glazing greater titan 9 S.F.; less than 18" above ffi�ished floor.
Hollow concrete masonry units -90. All masonry to be
shall be grade "ll" (fin 1350 PSI) in accordance with AsTm C
6. Glazing in guardrails. erected in accordaace with UBC. Mortar shall be type "S" (fni 1800 PSI at 28 days). Grout strength shall be 2000 PSI at 28 days. Masonry stresses used in design ere for ins ected construction. Reinforcing steel shall be deformed bars
p
MA615-74. 6rade 40 (fy 40,000 PSI). Splices shall be 40 bar diameters minimum unless otherwise site
AS
INSULATION
Unless noted otherwise, insulation to be as follows:
FIREPLACES
Min. insulation
-uctcd to conform to all applic,
ble portions of tht; I J13C and 11MC.
Mwonry fireplaces and chimneys are to be conso Location
liner,minity�urn,55/8 fire clay,(or equiv.) per UBC Section-,51M and Flue area per U13C table' -A, VAULTED CEILINGS 11-30
Chimneys shall sopport oTily their own weight unless specifically designed to suplmrt additional loads. FLAT CEI I NC.s/ATTICS
EXTE10011 WALLS
coessible manual or
nipers, operated with readily -a All fireplaces are to be provided with tightly -fitting flue d,
ap" oved autonititicontrol, and an outside source of combustion
ninitim dLtCt size of 6 square inches in area, WALLS BETVVEEN HOUSE AND E
dily operable damper located in front part of firebox. FLOORS OVER UNHEATED SPACES nd to be installed
provided with rea
-elated components to bear U.L. or IC130 seal of approv.
SI,AI3 PERIME TER
Prefabricated, fireplaces, chimneys anil I
2-0
per manufacturer's specifications.
DUCTS IN UNHEATED SPACES
and 12" beyon(
Hearths to extend 20 in front of" I each side of fireplace openings. ELECTRIC WATER,HEATERS Shall meet requirements of ASHRAE Standard
J E ATE RS q 97 RAVc5^
GAS WNTEA I
m R-STRENGTH (Units in PSI)
t3r
MISCELLANEOUS NOTES
Fv Fb E
Ilk
'STUDS &75 1 ecolav
1. Guardrails to be 36" min. above finish floor.
45;TLJP CW*Pf- 715
75 $500
1,2DO,000
'HEM — FIR #3 2. 1 landrails to be 34" above nosing, with handgrip of 11/2"-2" in cross-sceLion. s
JQIST, RAFTEMS, 44t�-
7-5 ibers to be Lt;fh TIAP9 4' clear.
r1F 2 3. Spacing between intermediate guardrail men
75 10-75 IVQ,.()00
HEM FIR #2,JZ A
. One hour fire separations between garage door nd dwelling: il'istall typcY G.W.B. on all warm wa I a d
BEAMS, HEADERS, LINTELS, GIRDERS: ceilings, beams, posts and hearing walls.
er715 1,300,000
-Fir #2 85
_A Nominal Doug
85 1131150 1 jaw,000 5. Bedroom emergency egress windows: minimum net clew opening of 5.7 sq. ft., inin. net clear openable width of
611 Nominal Doug -Fir #1 Z� C) F�_
20" and minimum net clear opening height of 24", maximum finished sill,height of 44" above floor,
Doug -Fir Lar
QJ,UED, LAMINATED TIMBERS-. 165 2,100 V�L__ ,,,)A 1�0
I A300,000
ch (24F-V3)
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foundation detail
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lKrOLiLATION
r-- 2X FLOOR JO1h�
BEAM PER F=N PLAN
#4 vows
2�4 EA. SIDE peroTl M.
W�(lo) ICE d NAIL�J EA.�IDE
I
PER FND PL.A.N
spread footing detail
GALE 34 I'_o
12'' S TAG 9 18 s Co-ilv FOB CN 3a' x1211 THK i PRov z
�t' b� w �-� ALL BEAMS TO BEA40D.F. #2, U.N.O. n II O E IZ ? f+=cK STPz P r oorzn�v
TO S 1 Ll. r * 0 4x4 POST ON l8 ( <� TNK GONG. FTC W/2 -44 6Ay EVJ -
SOLID BLOCKING OVER SUPPORTS GONG• FTC. WIZ-*F-4- E34K� E.W. w/ Pi 3 Po►J
3ls� / LOALL- SF.E DE-rA=L o
ALL FOOTINGS TO REST ON UNDISTURBED SOIL
ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED II 4� o 1147), O ee o x o
ram' 4 !�� RS GO4.1T 4- P 5T ON 2- � l:' THfr a �� E
q'I i'EEZF FT� 4 I La
- 14 * SLAB ON GRADE: 4" CONC. SLAB W/ 6x6 W1.4 x W1.4 W.W.F. ON &%6p PLOT ON 'o oxIZ TNK
GONG• FT(�. `�/2-#4 6?R� E.W. POT`) `/ WA,CL, 5CC 09:7A=r D
b��IH 6 MIL VAPOR BARRIER ON 4" GRANULAR FILL GONG. FTv. Wj3-*4 �Ajz#-v E.W.
OPKa ODE IZ'/-rHze-1me�-ooTs►.�cv
foundation deta i I oundation an II
UnJOaE� HO(_Ooc�►�U 4 I O
14,
GoNT kMD PFzPi L
PLYWooD
Z�12 TREAV
PLC
&-wZ, TYPE AREA
-Z
v( NOTE � 2x4• F= I R�$LDU�) Wb
-- o -ro P,F &c7T OF t �
` IZUN , f AL0N63
-�x4-TNIZLJ�T �TRINC�ER 6�(WE,EN
SLOGK E1aG H c,4,rtJ D.
stair section detail
G2c-14--LE
2 ��#3Lo�Kll-1C�
3/g11 T4c� PL'fWooD
II�uLP�IoN
C3) #4 6PR�i �r
- dJ
_ T—
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_pony wall detail
2xg rLooIZ Jovqo-
Z ,I,lv OT UGC a'7 16-9 0. G.
ifl[-ATE W/
I
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DRAWN BY- REVS:
DATE ISSliED
�9
JOB NO.
Imo" M 114
Io d NPtLS - — ---�---------
-4 EAb5F,, M I
4- 4 IZ , GOrIT.
Ovel'tl WALL
(2) 2 X �i-ID�
5,AGH EDGE
W/ 0d HAILh
G 311 TO
EAoH vrLJD
ANr> P�ATti .
-7" MI►J, 1rlf3fP,
(1} P T, PL-ATE,
'71Iv11 o513
!MIN) No
�ioRIZ, JaINT,
�IOI.DDOw!�5
hEE PLAN
POP, LJ,�;E It-4
6*ARAIae-
END WALt-h
ONL`f,
s�Nc�.EJD�
COUL 5p E
}� WALL
PI-3
A
M �� �
1 •
_I
DE-FAZL b
2x4 TOP PLATE I'-4" MM_
EXTEND 4-7EADER �
OVER 'WALL
� I
-- --ter
��{-�EATN TKU55 ,-i'RovIDE
E'EN Pi-4 _---_ INTEKMIttENT
-- FRAMING AS
L GDUNTE�iINk I
N P��adi>�erD. IF 3RD
I O d C 4" oL C I Dq @ �` DG. h rJD
H >7 g A
ALL TNRAD
f.�Gj �EQ' D . P'T r"1LD �71LL
,l - ,ArlaNh.
�`(A ► l.- A b ETA ► L� Q
i
� I vll
10
I
i
El El
Nj
v o'
41
1 dining
1
kitchen 3
I �4,
o
aL 2 par garag TICI III C�s- _ _
-LU��i I I- l� - - — tf Imo, 11 ; I I - 1 ► ( — -
op 2
_ 1
A
i
L•
I -,reat room
- - fo
- z.\'�.'
-
den
I
---- -- --- — -- -- --- _ ---- o I i ap
O'�V
64� �> �r
fj E . ALL. Ezr
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I
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00
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(2) NEM-FIR
4rITL.1O5 RF-010,
�-- HT1 2z
ts1B „ 0
/ ALL - tNREAd
n
II - FRAMINca
II
I,
�--FP-oV (P E
Po�T REQ'D 13L0Cv- IJC- CJ
42eE PLa.N -- J D(5T SPACF-
USE clI4 couPLfF
Ta -Olm 4LL- / EPOit'( laF�OUT
THZEaU, IF ( PER MANUP.
k1EcE sAW/ }} R�.OMM>:N�A11ON5
I LP a C 0, ,
- '- 04-ATE Si;EATNIr�y
.OINT � GaMMUN
MEM�EI'�,
NAIL TO ( II I II 1 II ! I I II I Il I I I II t It I II I I I I ) II I I I I'
EA CIRECTICN�,' I•I I.I. 1L-% O C� O
:I; i1J2x 9TUD8 W:2 I II gill
---
Ll
�% RCW9 NAILING CiL!/ -� I I �I�OII
---- L/ (P �1�EAI� TRAfJ� =�
FED C �xTERIo� WALE"-
z
J41i' II U el
SHEA ,WALL SCHEDULE
ji I•f•
SF*�
j.l I{ _ _ t �SI� FCb 0', aC-KMQG t,>C c��J ADD c �i a i
APARATEDSNE�r1ING ,I 1t � FLOOR PLAN NOTES A35 � �.Acvk FA or r3k-oc�-L�c�
s- Od ALL PLATES, NEAGE I I (i P1 6 v = 198 plf 7/16" OSB, w / 8d (0.113") nails @ 6" o.c. 1/16" C6D, NAIL 8,"EATPING .I
W/ Id CC+`1MCN NAILS • *T"
_ U.N.O. O i�oo 13�E �st<o r o Chu 13LE �o =s r �'`�o�-� Anchorage (interior walls only): 16 d @ 6" o.c. V I` I� �l
AND once _ I I ALL BEAMS & HEADERS TO BE 6x8 D.F. #1 @ 2x6 WALLS, '1
ALL BEAMS & HEADERS TO BE 4x10 D.F. #2 @ 2x4 WALLS, U.N.O.
SOLID BLOCKING OVER SUPPORTS C) ADD (>> A35 r��ock=vv --ro WAcL To�-4
P P(-A-vC P1-4 v = 304 plf 7/16" OSB, w / 8d (0.113") nails @ 4" o.c. I
j FIREBLOCKING @ALL PLUMBING PENETRATIONS Anchorage (interior walls only): 16 d @ 4" o.c. �'
uPnucr. EA. END Cf I WINDOW SIZES ARE NOMINAL WIDTH & HEIGHT Lo_A E -sc� s r o.)e 2 AFL ALA < 3 A3s
WALL W/ ICd x 211, NAILS .I I fl r
(2) 2x "l-A,E5, NA,L
61-IEATNING TO EACNj '' EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C. o-r. s-r TO t-JAC.L Top PP1-3 v 350 plf 7/16" OSB _
PLATE. DOLT Wl%' DIA. = , w i 8d (0.113") nails @ 3" o c.
A. DCL" -, MIN_. EIIOHq . * INTERIOR WALLS TO BE 2x4 STUDS @ 16" O.C., U.N.O. Anchorage (interior walls only): 16 d @ 3" o.c -����� � - I,4�i'� `�•
_ = ! MAIN FLOOR FRAMING TO BE 2x8 JOISTS @ 16" O.C., U.N.O. U A� u S) A3 s o = s r i o A �� t o P P� AT E �`'��((�(,�{Z = 79�
e" CONCRETE 5TE1`-1WALL UPPER FLOOR FRAMING TO BE 2x12 JOISTS @ 16" O.C., U.N.O. T A.� L AL�o 5 P1-3X v = 389 plf 7/16" OSB, w / 8d (0.113") nails @ 3" o.c
r2,04 ( PLAN INDICATES DIRECTION) O L U C Al E -So= 5T c�vEfL w % note: use min 3" nominal studs @ adjoining panel edges 'j4T
CONTINUOUS FOOTING ALL WOOD IN CONTACT WITH COI)CRETE TO BE PRESSURE TREATED Anchorage (interior walls only): 16 d @ 3" o.c.
W/00•4MINIMU" A3�J G=rST To (-TALC. TOA PC.<iTE _
STANDARD TOP PLATE TO BE 9'-&, U.N.O. �ro�.S
- 0 C StCo (3LOC K=�(.� T� W _+Vhoc,J HEAaErZ —
NOTES: The shear values in this table are based upon the use of 8d pneumatically7��
L. = to sEE +�E�.�a= L L driven nails with a minimum shank diameter of 0.113".
L,4TER,4L RESTRAINT FANEL , ^
main f loor an
Block ail panel edges. Nail spacing is for all panel edges. Space nails at � �
8 c S� Lo t3l o tom= ca T o _ v o� HeAo� 2 alcng Intermediate framing members.
L = l(01 16EE (PtTA-zC- c-
vUi C t u^> U
u
e o c n> a•o 0
E! O O E ` 'a-"
7 � U
y
c m��aU
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.L •� C yU O�L� �
hy
e a.3 0
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y�U�ry�Voc�,L
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C"CLuC �E��E
3 = o> o u❑ n—
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C V H C U vi p C U
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4U .•.- C � OCO� y- q� U
c U O O
_ U
-0
tLuZyU:0�uEe'oo y
V
O
a
F
DRAWN BY.-
REVS:
DATE ISSUED
JOB NO.
0
v-
I�
I5I &II
bedroom 2 bah 2 y 7t
_.� ha I L
ltov D
bedroom 3
/ 0) A 14�
�i
oil
.W mum.-
y+
ammms
A,
KA
Ilov.I�,
�J �- �Lli �` III r�111--I•
ut Ii
Irv, re
Ll:
t o
bel o w
&
-- - -
FLOOR PLAN NOTES
ALL BEAMS & HEADERS TO BE 6x8 D.F. #1 @ 2x6 WALLS, U.N.O.
ALL BEAMS & HEADERS TO BE 4x10 D.F. #2 @ 2x4 WALLS, U.N.O.
SOLID BLOCKING OVER SUPPORTS
FIREBLOCKING @ ALL PLUMBING PENETRATIONS
WINDOW SIZES ARE NOMINAL WIDTH & HEIGHT
EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C.
INTERIOR WALLS TO BE 2x4 STUDS @ 16" O.C., U.N.O.
MAIN FLOOR FRAMING TO BE 2x8 JOISTS @ 16" O.C., U.N.O.
UPPER FLOOR FRAMING TO BE 2x12 JOISTS @ 16" O.C., U.N.O.
( PLAN INDICATES DIRECTION)
ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED
STANDARD TOP PLATE TO BE 8'-C7, U.N.O.
4
up er f loor an
excercise
L
6
' •Sidi
i�
112-Mo aAsm
ma. a.
IL
■■■■■i%iiiiiF
■■■/./%�4��14Rlirll
, FIF
llp
I .a■�i�■�: r. ors ,•
■■■Y9■■��JJL'7��
■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■
master bed.
I
I N
,'?— A � / A/ 1 kAL—r- R ?,
-7
11
—o 0-d
r,)oTC : AL-L r=x-TeP-=oP- LJAL L-s i C t3E- r'k-�,
V.r`].0.
m
CSlco
G
To FRAM=iJ(, 3EL0W
O2 M5T
4B TO L--BALL (3EL0�%
OA0o
C.SI to BE AM i o
-r o P
PLATE.
4O ADD
(O A3S Teo-5s T o cJALL
TOP
PLA-TE-
OADD
(i) A35 3EP.M T o
To P
P L A-T E_
OSNEA%H -T2uSS L- = 8I
SEE
t]E T A- - A
5EE
aE-rA4-L
OS (3LOr;K 200E SNEATH=�v PA�JEL
-r Nzs AeEA
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a O U O p E!
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U 0 0•J .0 U c�-• n.� A
u
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0
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a
1
DRAWN BY.
BE V S:
T.�. S.
DATE ISSL'�D
*3l I I
JOB NO.
L
ROOF FRAMING NOTES
* ALL BEAMS & HEADERS TO BE 6x8 D.F. #1 @ 2x6 WALLS, U.N.O.
* ALL BEAMS & HEADERS TO BE 4x10 D.F. #2 @ 2x4 WALLS, U.N.O.
* VENTED BLOCKING OVER SUPPORTS
* ROOF PITCHES TO BE 5:12
* BEARING WALLS ARE SHOWN SHADED
* FRAMEOVERS ARE SHOWN SHADED
* PROVIDE 8, 12 S.F. OF ROOF VENTILATION
( HALF AT EAVES & HALF AT MINIMUM 3 FEET ABOVE EAVES)
* ALL TRUSSES:
- SHALL BEAR MANUFACTURERS STAMP
- SHALL BE INSTALLED & BRACED TO MANUFACTURERS
SPECIFICATIONS
- SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING
DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS
* - SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR
FRAMING INSPECTION
7 U= D
ou
o
uoo c
c > =
2U9aSyy�r4Q�vo
U U Q.r OglE A
c, ,8
eU. �•C y U �•O .'j N
y�.um3Aa„.�
Z °--� c c� : U ii
eU o uv,Ao �u
c� cu.Eu 2
n a u :3
too
"e3 �a ouca�
_ •CO
G vaa
•C U y R Ci `J C j b
R .c C O..y., lj 0
00 =uU .r
ova o."vS°��
r1,
DATEISSSUUEDD
�Zqlq
cJOB
crNO.
II�'ELOP":°^PdT Pl.R.^Y,"SING f (� CITY OF RENTON
05 1999
RECEIVED
EtEVS:
.*
roof fr(Iming..Pla I n
II _� I--c:)►
r-2
-M
m
G1vl� �i11'Jir�b�
south elevation Y¢1o11
north elevation V4��=,����
.0
DRAWN BY. REVS:
Doi ISSL LAD
JOB NO.
I
F
T�
TYPICAL ROOF CONSTRUCTION
* COMPOSITION TI L.-S
* 15# FELT
* 1/2" PLYWOOD SHEATHING
* TRUSSES OR 2x RAFTERS @ 24" O.C.
* R-30INSULATION
* 518" GYPSUM WALLBOARD
master bedroo1w, master bat mac.
12,x1 la"ell
hall k tchen
TYPICAL WALL CONSTRUCTION
WOOD �EI. St�
" WOOD EVDt G OR BRICK VENEER
15l1 FELT
" 1/2" CDX PLYWOOD SHEATHING
* 2x6 STUDS @ 16" O.C. (2x4 @ GARAGE WALLS)
" R-19INSULATION
* 1/2" GYPSUM WALLBOARD
--
ui in sectilon
1y�
ICAL FLOOR CONSTRUCTION
FINISH -FLOOR COVERING
3/4" TONGUE & GROOVE PLYWOOD
2x8 JOISTS @ MAIN FLOOR
2x12 JOISTS @ UPPER FLOOR
R-19 INSULATION ( OVER UNHEATED SPACE)
1/2" GYPSUM WALLBOARD
( WITH UNHEATED SPACE BELOW)
1
east elevation �4:��,��
west elevation
0a7_10PVENT P[,'1,N-dINC
CITY OF RENTON
.BUG n rS 1999
RECEI
ou uoo� �•o:�uo
N a U u h
u a•C u �o
e
h
UCA
�...2cb3E3°ao
a��cEy'uu
� u °•o u•� A o c you
w
uv.-Ec�'9dc c u v
3
e3 �a>ou❑o�
ouuO
u •�
�S 9 re u a c u
uaos
Im o.15.5
DKAWN BY: REVS:
DATA. ISSC L
►�.�,�..
JOB NO.
19 &s