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PERIMETER SHE L I _ _
FOOTING, _ 1 1/2'' GALVANIZED ETAL DECK W 16x26 _ I B B. 3 - <o
FOUNDATION A D I I t =3%21 TOTAL THICKNESS 5" MIN. �0 I I M ""a`a
COLUMNS, REFE TO _ j- I tD - B ■ 3 N
WITH REINFORCED CONCRETE M
S1.1Aq - A L_ J I I 6X6 1.4xW 1.4 WITH BROOM �^ W 10 26 - I _ BA
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I I I in FINIS N Y N
MEZZANINE I - B ■ 4 _
SCHEDULE - - _ N x V x
COLUMN/FOOTING A L �J I Ln W lODc26 p I I N ° B.
F30: I P _ CONTkACTOR SHALL INSTALL -
A FTG F30 I I '" B
1 - J _ TEMP RARY 36" HIGH FALL Q F, o Lu
I HSS 6x6x3
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s W 3 - #7 E.W.T &B ' 8 M -
3 �� �� / 1 I PROT CTION AROUND PERIMETER W10 26 � z
PL /4 x12 x12 _ _ _
W /4- 1 "QSx12" A.B. T/ FTG +99' -0" UNO I I �' Z - _ - - - OF M Z_ZANINE MEETING OSHA - - - - -
�-+ - REQU REMENTS UNTIL PERMANENT
W 10x 15 I I [ ] 8x8 U 6„
00 _ - - - - I = 6��' PARTITIONS ARE INSTALLED v I W10X1 R COL + F- O0
B FTG F24 F24: L JA I
l ' -0 "x2'_0 "x12" -�
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PL 1/2 "x8 "x8" W/3 - #7 E.W.TOP I I _ - Q x '
I I I � � FLOG DRAIN: W10x1
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W 4-1 "x8"x " A.B. T/ FTG +97' -0" _ PROVIDE C6x13 I �'
/ I I N M ]AY R SMITH NARROW HEAVY DUTY j
o 0
TREN H DRAIN 36" LONG POUR STOP AT � I
i I FIG. 810 SERIES 10" BEAM TYP ; I 7 W 10X15 ID B ■ 9
N 53.1D - - - - F - - - -� [E] FTG [E] FTG I - -�} --- - - I I I _ _ � l0 X1 L JA I 8X8 RF RF o z I F84 F72 _ _ - _ + COL C�L � u HSS 8x8xi HSS 8x8xi I I I I "v M L J I '4 W 10X 1W- - RFCOL RFCOL L -T -W I I L - -- -"' - - -- - C _ T I I PROVIDE C6x13 z POUR STOP AT W 10C.1 10" BEAM 8 8 "X8 "X %2" Ld � A L JA C.1 I S3.1D I BEARING PLATE - � Lu
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L_ -� B I I I In In �n Ln Ln � � ,' W 10 1 - -
C.6 } 0 II
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PL 1"x 4x14 - - , [E] FfG r- - -� - _ - PRO _ -
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I I I F84 �- FTG. _ I F84 - I I D , 0 8X8 RF POUR STOP AT 8X8 RF
COL COL RF COL `"u,awc'UZo�o
6' -6 "x '- 6"x12" Hss sxsx I i COL 10" BEAM Q ~ w ZO
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p =Z =�aZ,,,,,,aw
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THE
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NORTH
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C1
YNORJTH
1
SCALE: 1/8" = 1' -0" W
SCALE: 1 /8" = 1' -0" 2 MEZZANINE F RAM I N G PLAN "A"
1 MEZZANINE FOUNDATION PLAN "A"
sm
D.0 5.5
D.0 5.7
C.6 �
C.6
MEZZANINE:
METAL DECK WITH
HANDRAIL: REINFORCED CONCRETE
1�2" DIA. STEEL PIPE TOPPING
HANDRAIL:
11/2 DIA. STEEL PIPE WITH A MIN. OF 11/2" T/ BEAM/
CLEARANCE. PROVIDE WALL BRACKETS T/
BEAM _ ( +)124' -0" - I Li
6' -0" MAX. ANCHORED INTO SOLID ( +)124 ( +)126' -0" I 6" CONT. #5 BAR 1/2" EXPANSION FELT
� 1" CONCRETE PITCH O
o HANDRAIL: BLOCKING ( +)126' -0" I CONCRETE CURB
REBAR REINFORCEMENT Q
i+n 1Y2" DIA. STEEL PIPE T/ MEZZANINE '�' i I I T/ MEZZANINE iO O
OL W/ 3/4" COVE
T/ MEZZANINE - WITH A MIN. OF 1'r2" ( +)112' -0" "� TREADS: I I I ( +)112' -0" a
( +)112' -0" CLEARANCE _ CONCRETE FILLED i i i W M
METAL PAN 8x8x1/2 BEARING PLATE
i i ; ; W10 W/ 1/2" DIA ANCHOR = N E O
1"
RISER: i I i W16 O �
W10x 16 GAUGE METAL
I I 4760 LBS � 1 1/2" GALVANIZED EXISTING MASONRY
CLOSURE i I WALL GROUTED SOLID L ap
4 "x 1/2" PLATE TREADS: _ FERMENTATION AND I METAL DECK
1" STEEL GRATING I I 8x8 ROOF COLUMN
SUPPORT EACH 8x8 ROOF COLUMN STORAGE TANK I I 2398 LBS 'O 0 z
STAIR W/ CHECKERED
SIDE OF S O BRITE BEER TANK
PLATE NOSING AND 4x4xY4 COLUMN I C12x20
1x3 CLIP ANGLE ° I 1/2" STIFFENER PLATE _
N J -0
ix /s STRINGER 36" '
C8x11.5 WIDE I 1/2" STIFFENER PLATE 00
i I 6x6 COLUMN
x6 COLUMN E � r W
STRINGER 30" = I I 6 CONCRETE CURB � I ao
WIDE ° 2x2xl/4 SUPPORT
CONCRETE CURB 1" CONCR TE PI ��
W/ 3/4 COVE _
ANGLE TYP. ' -il" I W/ 3/4" COVE 1" N RE
1/2" EXPANSION FELT � W � � � E
1/2" EXPANSION FELT
T MEZZANINE C6 POUR STOP a N M v LL
A, T/ MEZZANINE C6 POUR STOP ( +)112' -0" I .. W10
Ntiti
FIN. FLOOR + 112 0
( ) I W10
W10
W16 � NGO�p00 J
FIN. FLOOR (+)100'-0'- I ��
( +)100' -0" 9' -10" W10 7�_g�� 3' -10" W16
9' -10" 7 -8 3'-10"
3 1/2 "x3 1/2 "xl /4" CLIP ANGLE C
TO BE WELDED TO STRINGER AND 1/2"
EXPANSION BOLTED TO FLOOR.
SCALE: 1/4" = 1' -0" 6 MEZZANINE DECK
SCALE: 1/4" = 1' -0" 7 MEZZANINE DECK SCALE: 1/2"
SCALE: 1/4" = V -0" 4 MEZZANINE STAI R
SCALE: 1/4" = 1' -0" 5 MEZZANINE DECK
3 MEZZANINE SHIPS LADDER
N N
r
o a a
c
Z Y G F_
N G
o v N a m
5.5
5.7
C6 POUR STOP
1/2" EXPANSION FELT 1" CONCRETE PITCH
CONT. #5 BAR
CONCRETE CURB -
REBAR REINFORCEMENT W/ 3/4" COVE
MEZZANINE / r
T/ MEZZ e a / �' � W
( +)112' -0"
wlo
.. W�
wl6
W16 1 112" GALVANIZED
METAL DECK
� /� N V
PROJECT NUMBER
55003
SHEET TITLE
- MEZZANINE
w _ FRAMING
PLAN
SHEET NUMBER
NORTH
2 KEY PLAN SCALE: NTS S3ml
8 MEZZANINE DECK SCALE: 1/2" = 1' -0"