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EXIST. & PROP. FLR. PLAN.
(EXIST. 1,052 S.F.) (PROP. 336 5.F.) J-
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Walt covering shall be cement pfister, life or
approved equal to 70 inches above draln at
showers or tub wfth showers, lyaterials other
than struotural elements shall be moisture
resistant. Maas enolosure doors and panels
must be labeled Oategory II. $wing door
outward. Not area of. shower 'raceptor'she ll be
not lass than 1,024 sq. In.. of floor area, and
--encompass 30 Inch diameter olmle. p7.1.3,
2406, 2407, and P0412.0)
The dwelling shall have water closets (tollats)
which use no more than 1.6 4allons per flush.
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C;enera! Data, '�loor Plans, Site P- ark
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SECTION 1
SECTION 2
Tr ABLE 23-It-8-1 )8 CALIFORNIA BUILDING CODE
•raMr. Sr.14Fi 1LE
GONNEC'r!O!t
NAIi.ItiQ'�
1. Joist to sill or girder, toenail
3.8d
2. Bridging to joist, toenail each end
2-8d
3. 1" x 61' (25 mm x 152 mm) subfloor or less to each joist, face nail
2-8d
4. Wider than I" x 6" (25 mm x 152 runt) subiloor to each joist, face nail
3-8d
5. 2" (51 mm) subfloor to joist or girder, blind and face nail
2-16d
6. Sole plate to joist or blocking, typical face nail
Sole plate tojotst or blocking, at braced wall panels
16d at 16" (406 mm) o.c.
3-16d per 16" (406 min),
7. Top plate to stud, !Rd ail
2-16d
8. Stud to sole plate
4 .8d• toenail or 2-16d, end nail
9. Double studs, face nail
16d at 24" (610 runt) o.c.
10. Doubled top plates, typical face nail
16d at 16"'(406 mm)'o.c.
8-16d
Double top plates, lap spUcc
11. Blocking between joists or rafters to top plate, toenail
3-8d
12. Rim joist to top plate, toenail
8d at 6" (152 runt) o.c.
13, Top plates, laps and intersections, face nail
2-16d
14. Continuous header, two pieces
16d at 16" (406 mm) o.c. along each edge
15. Coiling joists to plate, toenail
3-8d
16. Continuous header to stud, toenail
4-8d
17. Ceiling joists, laps over partitions, face nail
3-16d
18. Ceiling joists to parallel rafters, face nail
3-16d
19. Rafter to plate, toenail
3.8d
20. 1" (25 mm) brace to each stud and plate, face nail
2.8d
21. 1" x 8" (25 mm x 203 mm) sheathing or less to each bearing, face nail
2-8d
22, Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail
3-84
23. Suitt -up corner studs
16d at 24" (610 mm) o.c.
24. Built-up girder and beams 20d at 32" (813 mm) il at top and bottom and staggered 2-20d at ends and at each splice
25, 2" (51 mm) planks
2-16d at each bearing
26. Wood structural panels and particleboard:
Subfloor and wal! sheathing (to framing):
6l
1/2" (12.7 mm) and less
8da or 6d3
19 j32" 3/a" (15 mm-19 runt)
%11-1" (22 mm-25 rum)
lOda or 8d5
11/s"-i 1/4" (29 mm-32 win)
Combination subfloor-underlayment (to framing):
s
3/4" (19 mm) and less
8d
7/8,-1" (22 mm-25 nun)
a
10d or 8a5
11/s"-1 Ile (29 mm-32 mm)
27. Panel siding (to framing :
6d6
1/2" (12.7 mm) or less
SO
$/s" it mm)
28. Fiberboard sheathing:
No. l t ga.
1/2" (12.7 runt)
60
No. 16 ga.9
25/32" (20 rum)
No. 11 g 80
No. 16 ga v
29. Interior paneling
10
1/4" (b.4 mm)
Ott
3/s" (9.5 ml
'Common or box nails may De usea except where otherwise stateu.
2Nails spaced at 6 inches (152 rum) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches 052 mm) at all supports where spans are
48 inches (1219 mm) or more, For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 2315.3.3 and 2315A. Nails
for wall sheathing may be common, box or casing.
3Cammon or deformed shank.
4Common.
5Deformed shank.
6Cotrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3,
7Fasteners spaced 3 inches (76 nun) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports.
sCorrosion-resistant roofing nails with 7/16-inch-diameter (l I mm) head and 11/2-inch (38 mm) length for 1/2-inch (12.7 mm) sheathing and 13/4-inch (44 mm )
length for 25/32-inch (20 mm) sheathin&confoixning to the requirements of Section 2304.3.
9Corrosion -resistant staples with nominal /!6-inch (I I nun) crown and I 1/s_ inch (29 mm) length for 1/2-inch (12,7 rum) sheathing and 1)/2-inch (38 rum) length
for 2S/$2-inch (20 mm) sheathing conforming to the requirements of Section 2304.3.
IOPawl supports at 16 inches (406 mm) 120 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked). Casing or finish nails
spaced b inches (152 mm) on panel edges, 12 inches (305 rent) at intermediate supports.
) )Panel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 rum) on panel edges, 12 inches (305 mm) at intermediate supports.
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The City has encountered a large number of inspection problems arising from a lack. -,f
specific framing details. The following listed items are required to be shown on the plans
(106.3):
a. All plumbing walls are to be framed with a minimum of 6" studs.
b. Double walls used as plumbing walls are to be a minimum bf 8" wide and no "flat"
studs permitted. Staggered studs are acceptable.
c. Permissible notching and boring of joists are to be shown on the plans and shall not
exceed CBC Section 2320.8.3 allowances.
d. Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40%
respectively. Bored holes in bearing/nonbearing walls shall not exceed 40%/60%
respectively. In no case shall the edge of the bored hole be nearer than 5/8 inch to
the edge of the stud. (2320.11.9 and 2320,11.10)
e. Meader and trimmer details for doors and windows are to be shown with full length
trimmers, specifying the size of the header and trimmer. (2320.11.6)
f. All framed buildings which are required to be designed by an engineer or architect
must be signed prior to submission into plan check
g., All stud bearing wails are required to comply with the minimum requirements for load
bearing walls, Show location(s) and provide typical construction details. (2320.11)
Note: Other methods may be used provided a satisfactory engineering and/or
'architectural design is submitted.
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FRAMING N
o
R . FRM NG PLAN
I• TANCIt
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JOIST
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All plumbing walls are to be' framed . Portland; cement plaster (8410e0), gypsum lath
with a minimum of 6" studs. and gypsum wallboard shear welts shall comply
with CBP Section 2513 and Table 26•1.
Permissible notching and, boring of Note oil ' the plans that ,�itifd.- i
joists are to be shown on the plans and hgrdwara' mast .tie , urt3c . In...ali odor ,to.
shalt not exceed CBC Section 2320.8.3 tounaat#cry inspection;
allowances. :.._ ...... _...
Nate on the plans that hold-down connector
Notching . of exterior and bolts into wood framing require approved plate
bearing/nonbeadrig t walls shall not washers: and hold-downs shall be tightened just
MW* UK Sill (MIN) Will- AT it,t" exceed 25%/'fan/o respectively. Bored prior to povering the wall framing,
"14 MWT 6R 9A hales in bearinginonbearing walls shalt
00 i 0% 04 CM4N LUMOOA AT INal not exceed 40°/o/60% respectively. In
AIW P& iS o se shall the edge, of the bore Provide fire blocking in concealed spaces of
M rt case t 0 0 stud wails and partitions, including furred
7�,� .• hate be nearer than 5/8 inch to the spaces at the ceiling and floor level and at 10
J) * r NNt' t�Mil�la x aa edge of the stud, (2320.11.9 arid spaces
intervals both vertical and horizontal.
+l Lt" 2320.11.10) (708.2)'
+°� l�ta Woa�►MN ITOP header and trimmer details for doors llloillaimimill; Bill
W110 rtti+tR TOO 1470 M-44tt�sa Of
filijiMNiJ, and windows are to be shown with full
�'t»Yliatr� �►it» A tNe,�.g.p length trimmers, specifying the size of
IP0400. 10 "V660,1111ir►. the header and trimmer. (2320.11.6)
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F&P VERIFY ALL DAM41ONs IPRroR St'ART OPWORK
:'V, 4RI" AU DUAR SONS W);M A,RC il'I'>"F,'MtAL PLANS AND
'WilM'R$M G CrON47MORS.PIUORTO'$tARTOW ANY
COtr;Y'IRUC'1'CUN. N0TWYARC]Er4i=(SllMVC 1i ,t3NCiW=)
SI M A � Lr W, PLANS FOR ADD1'1;'ItJNAi.1Q+iItORMT10N,
ALL HARDWARS To as ay swmoN Mq� NO VE WrIU IFULL
KM ANp 11OL'i WO AS BMCWIW IN MMON CA'TALOO
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1�PR*ot't1V�l�Eyx�E �". Djt��'1; X IV LONgj f�y����H�O�yR��RyyU�LTS LA;C�•y481 tlo,O. C1,N;Q,
SAND �ISiJYW, 1R 3/lir A 2'�7 SIM-
WASMR Pi TSlii AT WN ANCH0)Ka04- (IPR0Vrn8 3" >�iAs'' .
Tt�+a�Anl� ROIp;� �l��a�r• 4�L �►�• �at�
ALL ROLDOWN BOLTS (NM) WO -WOOD .AND RM COMORM
T0BRTWH1WAW) OR.TOCOVS3I M1Wl.►tdA
ALL HOLDOWN HARDWARE TO DR SRCtIM IN K Acl3 pRroR To
FOUMAM99l iS as riiQN•
WHIM PANiWE SAS SM' ' T, 'P'RV4ATURAT4 80.IL To 2%-$%
pvlaRa TO WWUMaa>arirllilO1$#Bl4,OWj AND
l8" RRrAW�itflfN�lt3 (r�Nr,'IZ(N'itD orriil�rRWxSA4�N'�lr:.
RWORT)
CO ACC' G RADE 88W W BLAB TO A 9W Ol O iUi K
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THIZ OF-_ AIL. M NOT TO 515- U,4590 IN ZTRUC-rURAL:
WX.L. WITHOUT THr. APPROVAL, Ofm The
TYPICAL PLATE! NOTCHING
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,ftf%RATION OF
DIX., TOP F4.ATES
C c5T SIZE SEE
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FOUNPATA
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NOTE5:
I. HV INPI�,ATES 5IMP5 N LC-CYIN R APPROVED E6ZUAL.
O�XN ACTUAL Si -ES- &F_E� PLAN AND
2. POST SIZES 5H A MIN. 51Z
SHEAR 5/�HEP.
5. TO PROPERLY LO TE HOLPO"N ANC FZ BOLT5, CONTRACTOR TO CHECK
5- HEr -
RL '0_ T 'A' L LCC N
MIN.
N R
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'OLPO At
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A
ORR A
O\.' CT JAL SIZES Z
BOLT CC
y C+ FOR
OPENING
1 E 'T. _FO
'OpF PLANS ANV SHE. 5 C, H E D. FOR OPENINO ECT. BEFORE FLA<;IN6 DOLTS
4. DEEPEN FOOTIN WHERE REOJIREP AT AN R BOLTS TO INSURE PROPER
"E
"LL EMBE!DMENT.
Lj7 T
511"-1ps HO-IDDONN r--;>ETAIL o-
ZWO _!rCA1_
pawoo 0 Roof 514VO
2st RAFTERS. VEF. PLANL-
#rook SIZE & . SPAC016 I
2a CONT. OL ' W/
4_116d PER slt,612161K
AAW4 iet:K TO 04V
fit SUATER
4, 10
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AWL WOE OCCUR$. -.5 jv_11
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2 x CONT. JOIST w
16d AT 60 ca. INTO
2 x ISLOCKiCs NOTCoW
TRIM JOIST AT 2 x 4
2 x 4 CONT. ISLOCKCa
w / kbd AT &'* 0.4. OR
USE SIMPSON A35
ANC14C4RS AT 240 oc.
Ili STEAP OF OLK4
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SIDE VIEW
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PLAN VIEW
2 x4 AT
24" *.4. FLAT
FASCIA W
0--ft- ON
GEC UISLE 2 x 4 TOP
PLATE, SEE PLAN
F-1010t SPLICE NAILCo,
OR OTIORAP
WD. BEAM (SEE PLAN)
SO4PbON POST CAP
$OLT
WD.,POST (SEE PLAN)
BEAM
SIMP. ACE 4
POST
dca- I , SIMP. ST-18
POST UELOW
BEARING BEAM
NON BEARING KAM
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9
GENERAL NOTES
STRUCTURAL LUMBER...
GEN.EBALAL.
1, ALL STRUCTURAL WOOD MEMBERS SHALL BE THE BEST SELECTION OF
1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING
CONDITIONS PRIOR TO STARTING WORK. CONTRACTOR SHALL - NOTIFY
DOUGLAS FIR PER WCLA GRADING RULE No. 16, UNLESS NOTED
OTHERWISE. EACH PEICE OF.LUMBER SHALL GRADE MARKED.
THE OWNERS REPRESENTATIVE OF ANY DISCREPANCIES OR
INCONSISTENCIES.
a) 2* TO 4* THICK, 2* TO 4* WIDE:
LIGHT FRAMING & STUDS ............ ..............PARAGRAPH 121c & 122c
2. THE STRUCTURAL' DRAWINGS REPRESENT THE FINISHED STRUCTURE,
b) 2" TO 4* THICK, 6* AND WIDER:
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT
STRUCTURAL JOIST AND PLANK ............................................... 1.123b
THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL
c) 2" TO 4" THICK, 2" TO 4" WIDE:
INCLUDE, BUT NOT BE LIMITED TO, BRACING AND SHORING FOR
INULAnow
STRUCTURAL LIGHT FRAMING ....................................................... 124b
LOADS QUE TO CONSTRUCTION EQUIPMENT, CONSTRUCTION LOADS
OF MATERIALS, ETC.
d) 5" AND THICKER: RECTANGULAR BEAMS AND STRINGERS ......... 130b
.*4
ROUGH OR SURFACE 5x5 AND LARGER: POST & 11MBER .......... 131b
3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON
DRAWINGS. DO NOT SCALE DRAWINGS.
Kf^11717C AND DETAILS 4Z ON DRAWINGS qWA" TAKE PRECEDENCE
REVISIONS
BY
L
2. ALL STRUCTURAL PLYWOOD SHALL BE DF`PA GRADE STAMPED WITH OVER GENERAL NOTES 'AND STANDARD DETAILS, ALL WORK NOT
EXTERIOR GLUE AND AS SPECIFIED BY THE AMERICAN PLYWOOD
DETAILED OR NOTED SHALL BE CONSTRUCTED THE -SAME AS OTHER
TION, UNLESS NOTED OTHERWISE.
rlt0p QrOA;% ASSOCIA SIMILAR WORK SHOWN IN THE DETAILS.
'wo 3. ROOF FRAMING AND- SHEATHING SHALL BE INSPECTED PRIOR TO
PLACING OF ROOF. 4.' CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON
FRAMED FLOORS AND ROOFS. LOADS SHALL NOT EXCEED DESIGNED
LOADING FOR SUPPORTING MEMBERS.
4. SILL AND PLATES RESTING ON CONCRETE OR MASONARY SHALL BE
'PRESSURE TREATED' DOUGLAS FIR.
5. BOLTS, HI AND 'NUTS BEARING WOOD SHALL HAVE METAL
HALL BE DRILLED ���
WASHERS PER SCHEDULE. BOLT HOLES IN WOOD S,
1/32'" To 1/16" DIAMETER LARGER THAN NOMINAL BOLT DIAMETER.
V
1. ALL POURED IN PLACE CONCRETE SHALL HAVE. AN ULTIMATE COM-
PRESSIVE STRENGTH AT 28 DAYS OF.*2WO-PSI, AND AN AIRDRIED
•6. PREDRILL ALL HOLES FOR LAG BOLTS, IF USED.
DENSITY OF 150 PCF. I k
2. 0 EWr,_T_O8E -TYPE- V FRbM-`TtSTED-STOCK ANU CONFORMINCo TO-
A.S.T.M. C-1 50.
NA1L1N,Q'.a.QHEDULE-
3. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE SET STANDARDS
ALL NAILING SHALL.' BE COMMON WIRE NAILS CONFORMING TO THE OF THE AMERICAN CONCRETE INSTITUTE.
LATEST EDITION OF THE U.B.C. WHERE AUTOMATIC. NAILING IS USED,
NAIL HEADS SHALL NOT PENETRATE PLYWOOD SHEATHING. 4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS
CONNECTIONS LISTED ARE MINIMUM PERMISSIBLE. DETAIL GOVERN SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL
-OVER SCHEDULE BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF .ANY'
CONCRETE.
... 3-8d
a) JOIST TO SILL OR GIRDERo TOE NAIL EACH SIDE ................ 'Zi I
rAgA*..e. 101 b) BRIDGING TO JOIST OR RAFTER, TOE NAIL EACH END ........... 2-8d 5. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE
CAP yl C0,14 GO* -UNLESS SPECIFICALLY DETAILED.
11m74 4" Ott; A
SUB -FLOOR. SHEATHING. AT ALL BEARINGS:
10. 10 If
011 Np L TO BE NOT MORE
t•AII6. CONCRETE FLOOR 'SLABS VARIATION FROM LEVEL
j.ytv* &IN1000 IX6 OR LESS, FACE NAIL........ ................................................. 2-8d'
aTHAN 1/8- IN, TEN (10) FEET.
IX8'OR.WDER, FACENAIL .................................................. l--3-8d
N : 7. ALL EXPOSED CORNERS OF CONCRETE SHALL BE CHAMFLKLU 3/4
-2X BLIND OR FACE.NAIL.. ............... .............. ...... 2_16d UNLESS NOTED OTHERWISE.
d) SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL....16d 0 16*o.c.
TOP PLATE TO STUD, END NAIL ...
U DAIIQ.N
Two fol STUD TO SOLE PLATE, TOE NAIL ................. ........... * ..... 4-8d
t.
IN THE ABSENCE OF A FORMAL SOILS REPORT, MINIMUM VALUES
g) DOUBLE STUDS, .FACE NAIL ................. *#.# ........... ..... *16d 0 24*o*c.
1. st
-.4
PER U.B.C., TABLE 29A & B, SHALL APPLY. ALLOWABLE SOIL
•
h) DOUBLE TOP PLATES, FACE NAIL ........................ ...... 16d 0 16"o.c. BEARING PRESSURE = 1000 P.S.F. BOTTOM OF ALL FOOTINGS
SHALL BE PLACED A MINIMUM OF 12" BELOW LOWEST ADJACENT
1) TOP PLATES.* LAP $ INTERSECTIONS, FACE NAIL ................. 2-16d
GRADE.
CONTINUOUS HEADER, 2 PIECES EACH SIDE ............... 16d 0 16*o.c.
2. FOOTINGS A BE POURED AGAINST FIRM, UNDISTURBED
k) CEILING JOISTS OR RAFTERS. EACH BEARING TOE NAIL ........ 3-8d NATURAL SOIL OR ENGINEERED COMPACTED FILL AS REQUIRED
1) CONTINUOUS HEADER TO STUD, TOE NAIL ............................. 4-8d BY A QUALIFIED SOILS ENGINEER.
m) CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL ............ 3-16d 3. DURING SITE CLEANING* AND SITE EARTHWORK OPERATIONS,
CONTRACTOR SHALL DETERMINE IF ANY FILL, EXCAVATION OR
h) CEILING JOISTS TO PARALLEL RAFTERS, FACE NAILlo*., ...... 4*3-16d
BURIED FOUNDATIONS, DEBRIS OR STRUCTURES ARE -ON SITE.
o) RAFTER TO TOP PLATE, TOE NAIL ..................................... .... 3-8d IF ANY SUCH ARE FOUND, OWNER'S REPRESENTATIVE SHALL BE
p) I" BRACE TO EACH STUD AND PLATE, FACE NAIL..* ............. 2-8d NOTIFIED IMMEDIATELY.
Bq) BUILT-UP CORNER STUDS ............ ..................... ....... 16d 0 24"o.c. 4. ROOF AND. AREA RUNOFF AND AREA DRAINAGE SHALL BE
DIRECTED AWAY FROM BUILDING FOUNDATION.
r) JIOST 0 R RAFTER 'TO SIDE OF STUDS:
UP TO 8""' DEPTH ........................................................... 3-16d
BEINEORCING SIEEI
FOR EACH ADDITIONAL 4m DEPTH OR LESS ................. 1-16d
CEIUNG STRIPS: 1. ALL REINFORCING BARS AND TIES 3HALL CONFORM TO A.S.T.M.
A 615 GRADE 40t UNLESS NOTD OTHERWSEO
EACH CAUlki t
IA4t IV VI"4VF.JN-;)4IJG. Vr VVIQI, ji
-ONE SLANT, ONE STRAIGHT ........................................... 2-8d 2. ALL DETAILING, FABRICATION AND EREC11ON OF REINFORCING.....z
STEEL SHALL CONFORM TO A.C.I. MANUAL OF STANDARD
2X3 TO UNDERSIDE OF JOIST, EACH BEARING
PRACTICE FOR DETAILING REINFORCING CONCRETE STRUCTURES,
ONE SLANT, ONE STRAIGHT ......................................... 2-16d
A C.I. 315. 0
NOTE: USE STRONGHOLD ANNULARY GROOVED GYPSUM BOARD
Io
AND PLASTER CEILINGS. STRIPS SUPPORTING PLASTER .3. REINFORCING SHALL HAVE MINIMUM CONCRETE COVER AS FOLLOWS:
COLINGS SHALL BE WIRED IN PLACE IN ADDITION TO
•NAILING. UNFORMED SURFACES- EXPOSED TO EARTH ............................... Z 3
*0 FORMED SURFACES EXPOSED TO EARTH OR WEATHER:
os •t.
°x
No. 5 AND SMALLER t) BUILT-UP BEAMS:
No. 6 THRU No. 18 .,..* ............. .......... ....................... ....... 2w
• Owl 4, 0., w .4
:0; 2X1 0 OR LESS: STAGGERED AT TOP & B0170M ..... 20d 0 320O.C.
0 SLABS POURED AGAINST.EARTH.....
(4)'#1 D4MV04 060.0
00 OP AT ENDS* ............. .......... 2-20d
2X1 2 AND LARGER: -STAGGERED .................... 1/2" BOLTS 0 24"o.c.
eg
w0s -
Ar
WAaHE S H ULE
.1. WASHERS SHALL BE USED UNDER HEADS AND NUTS OF ALL BOLTS
BEARING ON WOOD. THE WASHERS LISTED BELOW SHALL BE USED
IN THE FOLLOWING LOCATIONS:,
MUDSILL TO FOUNDATION
b) WOOD LEDGER AND CAPS TO. CONCRETE AND MASONARY WALLS
D
c) —AGAINST 2X MEMBER WHEN 2X MEMBER IS BOLTED TO A HEAVIER
MEMBER OR IS.' USED TO MAKE A BEAM
d) STANDARD CUT WASHERS -MAY BE USED ELSEWHERE UNLESS
NOTED ON THE DRAWINGS
BOLT STEEL -WASHERS MALL IRON
SIZE -SQUARE ROUND - ROUND
5/8 -'2 1/2 X 1/4 40wo/. 6 A r - -1d,11
Lt, M54 9 A T
-mill loll 1:1 1 1 11 111111 1 1 1.11
AW14Z 40,0, 0 00 a
ql4f
APO W04 1.9
11V710 ZTIS79w-
61-AA0 OWI
too.
0 ll 61ml
tlt
11101*1141k)II 2
TVp1Q#1 HPANO OhNIO
ftut (;Qffw sod
11#10*40 hish"I"
HDIHPAHD ## .. - I I
lwo 0116 WWWAPIAIW!01111� NOW^"
I)RAWNE
CHECKD
DATE
SCALE
A
^S NOTED
JOB ND,
OF S H E E"r