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NOTES:
---FOUNDATION BOLT SIZE (5/8" MIN. DIAMETER EMBENDED 71NCHES INTO CONCRETE.
---HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION
---HOLD DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE
WASHERS AND HOLD DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL
FRAMING.
--- WALL COVERING SHALL BE CEMENT PLASTER TILE OR APPROVED EQUAL TO 70 INCHES
ABOVE DRAIN AT SHOWERS OR TUB W/SHOWERS. MATERIALS OTHER THAN STRUCTURAL
ELEMENTS SHALL BE MOISTURE RESISTANT, GLASS ENCLOSURE DOORS AND PANELS
MUST BE LABELED CATEGORY 11
-----IN EVERY BEDROOM AND BASEMENT PROVIDE ONE OPENABLE ESCAPE WINDOW
MEETING ALL THE FOLLOWING; AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ. FT. A MIN.
CLEAR 24 IN. HEIGHT AND 20 IN. WIDTH, AND SILL HEIGHT NOT OVER 441N. ABOVE THE
FLOOR.
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-----WINDOWS FOR HABITABLE ROOMS MUST BE AT LEAST 1/10 OF FLOOR AREA W/ A M1N.
OF 1/20 OF THE FLOOR AREA OPENABLE ,AND ALL WINDOWS WITHIN 60" OF STAIR
TREADS AND WITHIN 24" OF DOORWAYS MUST BE SAFETY GLAZED.
---- SLIDING GLASS DOORS (PATIO TYPE) SHALL HAVE CATEGORY 11 CLASSIFICATION CBC
`
CHAPTER 24 AND UBC STD. 24-2
------NOTCHING OF EXTERIOR AND INTERIOR BEARING /NONBEARING MALLS SHALL NOT
EXCEED 25% / 40% RESPECTIVELY IN NO CASE SHALL THE EDGE OF THE BORED HOLE
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BE NEAR THAN 5/8" IN. TO THE EDGE OF THE STUD. (2310.11.9 AND 2320.11.10 )
'
-----ROOF DIAPHRAM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF
PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.
---- PORTLAND CEMENT PLASTER ( STUCCO) GYPSUM LATH AND GYPSUM WALLBOARD
SHEAR WALLS SHALL COMPLY W/ CBC SECTION 2513 AND TABLE 25-1
------ REGARDLESS OF THE OCCUPANT LOAD THERE SHALL BE A FLOOR OR LANDING ON
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EACH SIDE OF THE DOOR. THE FLOOR OR LANDING SHALL NOT BE MORE THAN ON —
LOWER THAN THE THRESHOLD OF THE DOORWAY. LANDINGS SHALL BE LEVEL EXCEPT
FOR THE EXTERIOR LANDINGS WHICH MAY HAVE A SLOPE NOT TO EXCEED 1/4 UNIT
VERTICAL IN 12 UNITS HORIZONTAL 2% SLOPE.
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( EXITS AND STAIRS)
EXIT DOORS FROM INDIVIDUAL DWELLING UNITS HAVING AN OCCUPANT LOAD OF 10
OR LESS MAY BE PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN,
PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF
A KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT AND MOUNTED AT A HEIGHT NOT
TO EXCEED 48 INCHES ABOVE THE FINISHED FLOOR . (1003.3.1.8)
REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A FLOOR OR LANDING ON
EACH SIDE OF THE DOOR. THE FLOOR OR LANDING SHALL NOT BE MORE THAN ONE -
INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. LANDINGS SHALL BE LEVEL
EXCEPT FOR EXTERIOR LANDINGS,WHICH MAY HAVE A SLOPE NOT TO EXCEED 1/4
UNIT VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE ). (1003.3.1.6)
EXCEPTIONS;
A DOOR MAY OPEN AT THE LANDING THAT IS NOT MORE THAN 71/2 INCHES LOWER
THAN THE FLOOR. LEVEL PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING.
SCREEN DOORS AND STORM DOORS MAY SWING OVER THE LANDING .
DOORS SERVING BUILDING EQUIPMENT ROOMS WHICH ARE NOT NORMALLY OCCUPIER.
( 1003.3.3.6 HANDRAILS)
STAIRWAYS LESS THAN 44 INCHES IN WIDTH OR STAIRWAYS SERVING ONE
INDIVIDUAL DWELLING UNIT IN GROUP R, DIVISION I OR 3 OCCUPANCY OR A
GROUP R, DIVISION 3 CONGREGATE RESIDENCE MAY HAVE ONE HANDRAIL.
THE TOP OF THE HANDRAILS AND HANDRAIL EXTENTIONS SHALL NOT BE PLACED
LESS THAN 34 INCHES NOR MORE THAN 38 INCHES ABOVE LANDINGS AND THE NOSING
OF TREADS. HANDRAILS SHALL BE CONTINOUS THE FULL LENGTH OF THE STAIRS
AND AT LEAST ONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN
NOT LESS THAN 12 INCHES BEYOND THE TOP RISER NOR LESS THAN 12 INCHES BEYOND
THE BOTTOM RISER ENDS SHALL BE RETURNED OR SHALL HAVE ROUNDED
TERMINATIONS OR BENDS.THE HANDGRIP PORTION OF HANDRAILS SHALL NOT BE LESS
THAN 1 1/4 INCHES NOR MORE THAN 2 INCHES IN CROSSSECTIONAL DIMENSION OR THE
SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE WITH NO SHARP
CORNERS.HANDR.AILS PROGECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS
THAN 1 1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL .
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24 X 36 MWED ON NO. 100W CLEARPRtNT
NOTES:
_--FOUNDATION BOLT SIZE (518" MIN. DIAMETER EMBENDED 7 INCHES INTO CONCRETE.
---HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION
---HOLD DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE
'VVASHERS AND MOLD DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL
FRAMING.
--- WALL COVERING SHALL BE CEMENT PLASTER TILE OR APPROVED EQUAL TO 70 INCHES
ABOVE DRAIN AT SHOWERS OR TUB WISHOWERS. MATERIALS OTHER THAN STRUCTURAL
ELEMENTS SHALL_ BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS
MUST BE LABELED CATEGORY If
24 X 36 PRINTED ON NO. 1000H CLEARPRWr e
.,S H AR WALL
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S C H D U L
SILL CONNECTION
TOP ANCHORAGE
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7/8' STIICM OM PAPER-SAM LATH V/I1 GA ST'APLM
0 6'0.C, TOP & HfTI' V & U. do F.N. (PER SECT. 2513)
6/8" AB 0 72' O.C.
I6d 0 8" Q.C.
16' Q.C.
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3/80 C-D.C-C P3.M Mn T/8d 0 $Q.C. XX do le Q.C. F.N.
5/e' AS 8 4S' 0X_
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16' O.C.
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15/32" C-Q.C-C PLED 13UD w/10d 0 6 Q.0 ILN, & 12 4 C. F.N.
5/8' AB 0 32' Q.C.
l $d 0 3- =
12" O.C.
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15/32' C-D-C-C PLM RM x/8d 8 3' O.C. EY. & IrO.C. 7j
5/8' A8 T 24' Q.C.
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15/32' Sit 1 PIM an T/U # 3' QC E.N. & 12' Q.C. y.N.
5/6" AB 0 I6' O.C.
60 In # $' Ot
8' O.C.
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I5/32' S9`R I PLYWO 3M T/10d 4 r O.C. P.N. k l2' O.C. F.N.
518` AS a 18' QC.
6K Iq OTC.
87 O.C-77
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16/325' S'Mt I PLYWO BW T/I Od 4 2' O.C. BY. & 12' O.C. F.N.
61W AS 0 8' O.C.
61W Lt 0 4' Ot
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A. AIL Y'LWICR 'WALL TO BE MrM wn 6/8' mu. X 12' Lb.*S (;.
TABLE FQR USE TM'H S? W AT le O.C. tiAXI U)j.
AT 72' O.C. TMi 7' OF £SIBEDt ENT, Itt4= Q'MLMVM NOTFL3, 1
AIL LAG 8f1L'TS (LB) TO 8E 8' 1ONG It4S'lSkt,IM WM PILOT HOLE
AIM Wn IONI3tUU 2'z2"411C ?MCK P3aTE TASM UNIDER NIT!'
AND TRENCH.
AT XALM BOLT. A
5/8' DLit. A.B. MAY BE FZUCEii 8Y 5/8' DIAR. itUMAIIED RODS
S. ALL INTEMOR ItA= WM SHOT PISS; p.A) T t 3348, OR
v/ 5-3/4' E1tBM TMN aA-CEL 7WO VM SMU
EQUIVALENT. AT 38' 0-t AT Mom TAILS AND 48' O.C. AT
LC.B O. ER. 4646. (OR EQt1It A , AT 1113 SW SPACING.
NO-ORMC TALLS. UiILL'4S OTH£Rv= )MM. )L
iRA1tING 3JFJt = OR SLACKING MAIL. BE PItGVWDM AT MI MGES
C. MOE MINIYUii (2) ANMOR BMM PER PANEL
Of ALL PLYTOOD SHECM IN SHEAR TALL.
D. CODE )iMUUU I6d SIRE PLATE NABS AT IC O.C. TYPICAL AT ALL L
ALL PLYM PARM M AIL. BE WUFACTURELI USING IOff=R 3LLE.
SEC= nm TAUS (o a a l 1.
t THERE DOUBLE 2z SOLE RATES ARE 132D, PROM
USE 39 SLUM AND 31 W= PLATE WM STAGC£RED NALLLNG
PROGRESSIYB )fAa=.
THERE THE A=VABI$ SfiFJIB VALUE E EEDS 354 PIE.
F. AIL. NAILS ARE COUMON NAILS. 2.
THERE SHEAR RATER L3 UWAL ED ON Bi M SIDES' THE
SPAaNG FOR M ABOVE TOP ANCHORAGE AND SIL,i.
�iNNECTIQN SlfIA1L. 8E IiALP SHt}TTI. URL£5S O'MIERTISE NQTE
ON PLANS.
ROOF PLYWOOD DIAPHRAGM SHEATHING
USE - I /2' STRUCTURAL C-0 OR C-C PLYWOOD. MIN. PANEL INDEX NUMBER (24/0).
WITH 8d NAILS AT 8' Q.C. SUPPORTED EDGES AND BOUNDARIES: AT 12" Q.C. IN THE
FIELD (UNBLOCKED U.O.N.).
FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.
. J-01.01..ate vas vu%01ti rL1 TVvvlj Vi.K.rriMALIrvi ►JriLAin11,4 :
USE ��E'` ' STRUCTURAL 11. C-D OR C-C PLYWOOD. MIN. PANEL INDEX NUMBER (40/20)
TONG do GROOVE. WITH 10d NAILS AT 6' O.C. SUP?0=D EDGES AND BOUNDARIES:
AT 10- O.C. IN THE FIELD (UNBLOCKED U.O.N.)
FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.
NOr�s:
" USE. DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N.
• AT FLOOR LEVELS. USE SOLID BLOCMN(;. AT PERPENDICULAR SHEARWALLS
AND DOUBLE FLOOR ,TORTS AT EACH END OF THE SHEARWAL,L
' ALL BEAMS SUPPORTING SHEAR'*ALLS )JUST BE STRAPPED TO THE WALLS BELOW.
ALL HOLDOWNS ON UPPER LEVEE. MUST BE CONNECTED TO A POST BLOW WITH
A HOL.DOWN TO THE LOWER LEVEL, OR TO THE FOUNDATION.
REVISIONS BY
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EXCERPTS FROM CHAPTER 23
2001 CALIFORNIA BUILDING CODE
TABLE 2341-13-1-•-NAILING SCHEDULE
CONNE ON
NAIUNGr
1. Joist to sill or girder, toenail
3-8d
2. Bridging to joist, toenail each end
2-$d
3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail
2_8d
4. Wider than 1" x 6" (25 mm x 152 mm) subfloor 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
16d at 16" (406 mm) o.c.
Sole plate to joist or blocking, at braced wall panels
3-16d per 16" (406 mm)
7. Top plate to stud, end nail
2-16d
8. Stud to sole plate
4-8d, toenail or 2-16d, end nail
9. Double studs, face nail
16d at 24" (610 mm) o.c.
10. Doubled top plates, typical face nail
16d at 16" (406 mm) o.c.
Double top plates, lap splice
8-16d
11. Blocking between joists or rafters to top plate, toenail
3-8d
12. Rim joist to top plate, toenail
8d at 6" (152 mm) 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. Ceiling 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
3-8d
23. Built-up corner studs
16d at 24" (610 mm) o.c.
24. Built-up girder and beams 20d at 32" (813 mm) o.c. 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 particleboard2:
Subfloor and wall sheathing (to framing):
112" (117 mm) and less
63
19/32"-3/4" (15 mm-19 min)
8d4 or 6ds
7/g"-1" (22 mm-25 mm)
8d3
11187-1 r/4" (29 mm-32 mm)
10d4 or 8d5
Combination subfloor-underlayment (to framing):
3/4" (19 mm) and less
6d5
7/8"-1" (22 mm-25 mm)
8d5
11/8"-11/4" (29 mm-32 mm)
10d4 or 8d5
27. Panel siding (to framing):
1/2" (12.7 mm) or less
6d6
51C (16 min)
8d6
28. Fiberboard sheathing:
1/27 (12.7 mm)
No. 11 ga-8
6d4
25/32" (20 min)
No. 16 ga 9
No. 11 sma
8d4
No. 16 ga.9
29. Interior paneling
1/4 (6.4 mm)
4d10
3/8" (9.5 mm)
6dil
wti aa•aaau aaaaaJ an wa'-" w1ruic. vulul WiAG Jiaw-U.
2Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are
48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphrai runt aid shear walls, refer to Sections 2315.3.3 and 2315.4. Nails
for wall sheathing may be common, box or casing. -
3Common or deformed shank.
4Common.
SDeformed shank.
6Coroosion-resistant siding or casing nails conforming to the requirements of Section 2304.3.
7Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports.
$Corrosion -resistant roofing nails with 7/164tich-diameter (11 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 conforming to the requirements of Section 2304.3.
9Corrosion-resistant staples with nominal'/16-inch (11 mm) crown and 11/g-inch (29 mm)_ 1�ngth for 1/2-inch (12.7 mm) sheathing and 11/2-inch (38 mm) length
for 25132-inch (20 mm) sheathing conforming to the requirements of Section 2304.3. - •
1oPanel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked). Casing or finish nails
spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports.
11Panel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports.
1-212
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(VENTILATION)
2306.7 UDDER -FLOOR. VENTILATION. UNDER -FLOOR AREAS SHALL BE VENTILATED
BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS INTO THE
DER -FLOOR AREA WALLS NOT LESS THAN 1 1/2 SQUARE FEET FOR EACH 25 LINEAR
FEET EET of
FOR WALL SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 1
SQUARE FOOT FOR. EACH 150 SQUARE FEET OF UNDER -FLOOR L� �� �P�TSL HALL BE
LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND
EQUALLY DISTRIBUTED
ALONG THE LEND OF AT LEAST TWO OPPOSITES SIDES. THEY SHALL BE COVERED WITH
CORROSION -RESISTANT WIRENWSH WITH MESH OPENINGS OF 1/4 INCH. NOR MORE THAN
1/2
INCH IN ANY DIMENSION .
1505.3 ATTIC VENTILATION ; THE REQUIRED VENTILATION AREA RATIO IS 1/150 OF
ATTIC
AREA OR 1/300 OF ATTIC AREA IF AT LEAST HALF OF THE VENT AREA IS PROVIDED BY
VENTILATORS LOCATED MORE THAN 3 FEET ABOVE EAVE VENT PROVIDING THE
REMAINING
PORTION OF THE VENT AREA. OPENINGS SMALL HAVE 114 INCH CORROSION RESISTANT
METAL MESH COVERING.
( DECAY AND TERMITE)
2306.5 COLUMNS AND POSTS SEPARATE WOOD FRAMING
COLUMNS AND POSTS LOCATED ON CONCRETE OR MASONRY FLOORS OR. DECKS
EXPOSED
TO THE WEATHE OR THE WATER OR TO WATER SPLASH OR IN BASEMENTS AND THAT
SUPPORT PF RIMA1,1 NT STRUCTURES SHALL BE SUPPORTED BY CONCRETE PIERS OR
METAL
PEDESTALS PROGECTING ABOVE FLOORS UNLESS APPROVED WOOD OF NATURAL
RESISTANCE
TO DECAY OR TREATED WOOD IS USED.. THE PEDESTAL SHALL PROGECT AT LEAST 6
INCHES
ABOVE EXPOSED EARTH AND AT LEAST 1 INCH ABOVE SUCH FLOORLS.
2306.3 UNDERFLOOR CLEARANCE
WHEN WOOD JOISTS OR THE BOTTOM OF WOOD STRUCTURAL FLOORS WITHOUT JOISTS
ARE LOCATED CLOSER THAN 18 INCHES OR WOOD GIRDERS ARE LOCATED CLOSER THAN
18 INCHES OR WOOD GIRDERS ARE LOCATED CLOSER THAN 12 INCHES TO EXPOSED
GROUND
IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE
BUILDING FOUNDATION,THE FLOOR ASSEMBLY, INCLUDING POSTS,GIRDERS,JOIST, AND
SUBFI.AOR,SHA]L,L BE APPROVED WOOD OF NATURAL RESISTANCE TO DECAY AS LISTED
SECTION 2306.4 OR TREATED WOOD.
WHEN THE ABOVE UNDER -FLOOR CLEARANCES ARE REQUIRED, THE UNDERFLOOR
AREA SHALL BE ACCESSIBLE. ACCESSIBLE UNDER -FLOOR AREAS S13AL BE PROVIDED
WITH A NflNIMUM 18-INCH-BY-24-INCH OPENING UNOBSTRUCTED BY PIPES,DUCTS
AND SHAILAR CONSTRUCTION. ALL UNDER -FLOOR ACCESS OPENINGS SHALL BE
EFFECTIVELY SCREENED OR COVERED. PIPES,DUCTS AND OTHER CONSTRUCTION
SHALL
NOT INTERFERE WITH THE ACCESSIBILITY TO OR WITHIN UNDER -FLOOR AREAS.
NOTE;
(MECHANICAL/PLUMBING)
(MC603.5.2) ( FAU) A CIRCULATING AIR SUPPLY OPENING OR DUCT OF 2 SQ. IN. PER
1,000 BTU IS REQUIRED FOR TIM FORCED AIR FURNACE.
THE FOLLOWING ARE REQUIRED FOR THE FORCED AIR FURNACE IN
A COMPARTMENT.
A) COMPARTMENT DIMENSIONS SHALL HAVE 3" MINDAUM CLEARANCE ON SIDES
AND BACK/6" MINDAUM CLEAR FROM FRONT OF EQUIPMENT TO COMBUSTION
AIR INTAKE. THE MINIMUM WIDTH PERMITTED IS 12" GREATER THAN THE
EQUIPMENT.
B) AREA OF COMBUSTION AIR OPENINGS OF 1 SQ. INCH PER 1,000 BTU ( 100 SQ. INCH
NMENUM) IS REQUIRED INTO COMPARTMENT. HALF OF AREA WITHIN 12 INCHES
OF FLOOR. (MC 701970297079AND TABLE-7-A)
C) COMBUSTION AIR FROM ATTIC THROUGH 26 GAUGE GALVANIZED STEEL SLEEVE
EXTENDING 6 INCHES MI MTNUM ABOVE CEILING JOISTS WITHOUT SCREEN AT
TEE TOP ( ATTIC TO HAVE ADEQUATE OPENINGS) (MC 703 AND 704)
D) COMBUSTION AIR FROM OUTSIDE TO COMPARTMENT WITH 1/4" SCREEN AT
OUTSIDE OPENINGS.(MC 702.3)
E) SEPARATE DUCTS FOR UPPER AND LOWER COMBUSTION AIR SUPPLY OPENINGS.
( MC 703 AND 704 )
GLASS AND GLAZING)
A) EXTERIOR GLAZED OPENINGS (INCLUDING SKYLIGHT)OF HABITABLE ROOMS
MUST BE MIN. 1/10 OF THE ROOM FLOOR AREA WITH A MIN. OF 10 SQUARE FEET
(1203.2)
B) OPENABLE VENTILATION AREA OF HABITABLE ROOMS MUST BE 1/20 OF THE
ROOM FLOOR AREA WITH A MIN. OF 5 SQUARE FEET . (1203.3)
C) IN EVERY BEDROOM AND BASEMENT, PROVIDE ONE OPENABLE ESCAPE
WINDOW MEETING ALL OF THE FOLLOWING; AN OPENABLE AREA OF NOT
LESS THAN 5.7 SQ. FT. A MIN. CLEAR 24 IN. HEIGHT AND 20 IN. WIDTH,AND
A SILL HEIGHT NOT OVER 44 INCHES ABOVE THE FLOOR.(310.4)
50,
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SALE: APPROVED 8Y: DRAWN BY
DATE: REVISED
DRAWING NUMBER
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