HomeMy WebLinkAbout61A EX B EX C EX D EX E EX EA
+/- 2' - 9 1/2" +/- 10' - 4 5/8" +/- 20' - 0" +/- 20' - 0" i +/- 20' - 0"
7' - 3"
L3x3x1/4
LACING (TYP)
3 2
S-508 S-508
7 EXE 'W12x14' �: %W 12x26 ` (12) VW12x26 (12)� �W12x26` 12)
8 SIM OH
S-508
E SHE
E I S-302
�VV10x12'
W12x14
W10x12 N
to
X
N
W12x14 I
W10x12
LO
X
N
W12x14
F EX 12 G EX'G. HH EX J EX K EX
+/-
20'- 0" +/- 20'- 0" 1 +/-10'-45/8" +/-3'-91/2"
(10.0 K)
L2 13' - 3"
x -
v
N
� is 32LH08 -.F
� W 12x26 - (12) �
00 00 N
O O O O: O O O
� � LO
Cl) Cl) N X Cl) N X Cl) N Cl) Cl) Lo
I
O
00 W 10x12 cnL rn rn rn m rn m M rn rn
o mQ x x x x x x x x x x
N N N_ N N N N N N
+ v m G�
Q1
r
N W 12x45 (60) W 12x45 (20) W 12x45 20)
3.2 - - -
W 12x14
M
3 EX N
_ W 10x12 5 6 SLAB SPAN 7
2.6 -
+
O
O
2 EX
O
t
1 EX -
COPYRIGHT Aspen Group, Inc. O 2009
- S-508 S-508
W10x12
v
X
N
W 12x14
0
M
W 12x26 0 Cl) o v
Ln
CID N In LO � N to U7
X Cl)
x Cl) Cl) x X X
O � X X � X
x N N N N N N W 1 0x1 2 N N N
8 SIM.W 12x26 (12) W 12x26 (12) W 12x26 (8) W 12x26
508
2 3
S-508 S-508
x Cl) 7
N N X E
N S-508, ti
�.. T
W12x26 (14) 8 OH j
I HSS12x6x3/8+107'-51/2" - S-508 - -
------�W10x19 (14)
X
N O
7 X
W10x26 (14) Q
Cn
- - - - m - - - - - - - -
0 o g �.
m
14,
7 W 10x19 (14)
X X
N N
x
N12x45 1(60)
SECOND FLOOR FRAMING PLAN
-AREA E„
1/8" = 1'-0"
NOTES:
1. BEAMS & JOIST TO BE EQUALLY SPACED BETWEEN COLUMNS UNO
2. * VERIFY DIMENSION W/ ARCH
3. (xx) = NUMBER OF 3/4" DIA x 4 1/2" HEADED SHEAR STUDS C
4. T/STEEL = +106'-6 1/2" UNO
SLAB SPAN
3 1/2" CONCRETE SLAB W/
6x6-W2.9xW2.9 WWF ON
2"-20 GA COMP METAL DECK
(GALV) 5 1/2" TOTAL THICKNESS
T/SLAB = +107'-0"
PLAN NORTH
TRUE NORTH
„D„
„A„
„C„
EXISTING
KEYPLAN
2
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FILE NAME:
DATE: 4-13-10
DRAWN BY: DH
SHEET:
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LEI PROJECT #: 0954
v
t
X
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2 SIM
6 EX
3 SIM
S-508
0
i
5.1
i NN
_
5 EX
4.8
0
m
t
O
N
4 EX
E I S-302
�VV10x12'
W12x14
W10x12 N
to
X
N
W12x14 I
W10x12
LO
X
N
W12x14
F EX 12 G EX'G. HH EX J EX K EX
+/-
20'- 0" +/- 20'- 0" 1 +/-10'-45/8" +/-3'-91/2"
(10.0 K)
L2 13' - 3"
x -
v
N
� is 32LH08 -.F
� W 12x26 - (12) �
00 00 N
O O O O: O O O
� � LO
Cl) Cl) N X Cl) N X Cl) N Cl) Cl) Lo
I
O
00 W 10x12 cnL rn rn rn m rn m M rn rn
o mQ x x x x x x x x x x
N N N_ N N N N N N
+ v m G�
Q1
r
N W 12x45 (60) W 12x45 (20) W 12x45 20)
3.2 - - -
W 12x14
M
3 EX N
_ W 10x12 5 6 SLAB SPAN 7
2.6 -
+
O
O
2 EX
O
t
1 EX -
COPYRIGHT Aspen Group, Inc. O 2009
- S-508 S-508
W10x12
v
X
N
W 12x14
0
M
W 12x26 0 Cl) o v
Ln
CID N In LO � N to U7
X Cl)
x Cl) Cl) x X X
O � X X � X
x N N N N N N W 1 0x1 2 N N N
8 SIM.W 12x26 (12) W 12x26 (12) W 12x26 (8) W 12x26
508
2 3
S-508 S-508
x Cl) 7
N N X E
N S-508, ti
�.. T
W12x26 (14) 8 OH j
I HSS12x6x3/8+107'-51/2" - S-508 - -
------�W10x19 (14)
X
N O
7 X
W10x26 (14) Q
Cn
- - - - m - - - - - - - -
0 o g �.
m
14,
7 W 10x19 (14)
X X
N N
x
N12x45 1(60)
SECOND FLOOR FRAMING PLAN
-AREA E„
1/8" = 1'-0"
NOTES:
1. BEAMS & JOIST TO BE EQUALLY SPACED BETWEEN COLUMNS UNO
2. * VERIFY DIMENSION W/ ARCH
3. (xx) = NUMBER OF 3/4" DIA x 4 1/2" HEADED SHEAR STUDS C
4. T/STEEL = +106'-6 1/2" UNO
SLAB SPAN
3 1/2" CONCRETE SLAB W/
6x6-W2.9xW2.9 WWF ON
2"-20 GA COMP METAL DECK
(GALV) 5 1/2" TOTAL THICKNESS
T/SLAB = +107'-0"
PLAN NORTH
TRUE NORTH
„D„
„A„
„C„
EXISTING
KEYPLAN
2
U
-,Z
m°
�F-
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FILE NAME:
DATE: 4-13-10
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SHEET:
S-305
LEI PROJECT #: 0954
F EX 12 G EX'G. HH EX J EX K EX
+/-
20'- 0" +/- 20'- 0" 1 +/-10'-45/8" +/-3'-91/2"
(10.0 K)
L2 13' - 3"
x -
v
N
� is 32LH08 -.F
� W 12x26 - (12) �
00 00 N
O O O O: O O O
� � LO
Cl) Cl) N X Cl) N X Cl) N Cl) Cl) Lo
I
O
00 W 10x12 cnL rn rn rn m rn m M rn rn
o mQ x x x x x x x x x x
N N N_ N N N N N N
+ v m G�
Q1
r
N W 12x45 (60) W 12x45 (20) W 12x45 20)
3.2 - - -
W 12x14
M
3 EX N
_ W 10x12 5 6 SLAB SPAN 7
2.6 -
+
O
O
2 EX
O
t
1 EX -
COPYRIGHT Aspen Group, Inc. O 2009
- S-508 S-508
W10x12
v
X
N
W 12x14
0
M
W 12x26 0 Cl) o v
Ln
CID N In LO � N to U7
X Cl)
x Cl) Cl) x X X
O � X X � X
x N N N N N N W 1 0x1 2 N N N
8 SIM.W 12x26 (12) W 12x26 (12) W 12x26 (8) W 12x26
508
2 3
S-508 S-508
x Cl) 7
N N X E
N S-508, ti
�.. T
W12x26 (14) 8 OH j
I HSS12x6x3/8+107'-51/2" - S-508 - -
------�W10x19 (14)
X
N O
7 X
W10x26 (14) Q
Cn
- - - - m - - - - - - - -
0 o g �.
m
14,
7 W 10x19 (14)
X X
N N
x
N12x45 1(60)
SECOND FLOOR FRAMING PLAN
-AREA E„
1/8" = 1'-0"
NOTES:
1. BEAMS & JOIST TO BE EQUALLY SPACED BETWEEN COLUMNS UNO
2. * VERIFY DIMENSION W/ ARCH
3. (xx) = NUMBER OF 3/4" DIA x 4 1/2" HEADED SHEAR STUDS C
4. T/STEEL = +106'-6 1/2" UNO
SLAB SPAN
3 1/2" CONCRETE SLAB W/
6x6-W2.9xW2.9 WWF ON
2"-20 GA COMP METAL DECK
(GALV) 5 1/2" TOTAL THICKNESS
T/SLAB = +107'-0"
PLAN NORTH
TRUE NORTH
„D„
„A„
„C„
EXISTING
KEYPLAN
2
U
-,Z
m°
�F-
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FILE NAME:
DATE: 4-13-10
DRAWN BY: DH
SHEET:
S-305
LEI PROJECT #: 0954
Q1
r
N W 12x45 (60) W 12x45 (20) W 12x45 20)
3.2 - - -
W 12x14
M
3 EX N
_ W 10x12 5 6 SLAB SPAN 7
2.6 -
+
O
O
2 EX
O
t
1 EX -
COPYRIGHT Aspen Group, Inc. O 2009
- S-508 S-508
W10x12
v
X
N
W 12x14
0
M
W 12x26 0 Cl) o v
Ln
CID N In LO � N to U7
X Cl)
x Cl) Cl) x X X
O � X X � X
x N N N N N N W 1 0x1 2 N N N
8 SIM.W 12x26 (12) W 12x26 (12) W 12x26 (8) W 12x26
508
2 3
S-508 S-508
x Cl) 7
N N X E
N S-508, ti
�.. T
W12x26 (14) 8 OH j
I HSS12x6x3/8+107'-51/2" - S-508 - -
------�W10x19 (14)
X
N O
7 X
W10x26 (14) Q
Cn
- - - - m - - - - - - - -
0 o g �.
m
14,
7 W 10x19 (14)
X X
N N
x
N12x45 1(60)
SECOND FLOOR FRAMING PLAN
-AREA E„
1/8" = 1'-0"
NOTES:
1. BEAMS & JOIST TO BE EQUALLY SPACED BETWEEN COLUMNS UNO
2. * VERIFY DIMENSION W/ ARCH
3. (xx) = NUMBER OF 3/4" DIA x 4 1/2" HEADED SHEAR STUDS C
4. T/STEEL = +106'-6 1/2" UNO
SLAB SPAN
3 1/2" CONCRETE SLAB W/
6x6-W2.9xW2.9 WWF ON
2"-20 GA COMP METAL DECK
(GALV) 5 1/2" TOTAL THICKNESS
T/SLAB = +107'-0"
PLAN NORTH
TRUE NORTH
„D„
„A„
„C„
EXISTING
KEYPLAN
2
U
-,Z
m°
�F-
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FILE NAME:
DATE: 4-13-10
DRAWN BY: DH
SHEET:
S-305
LEI PROJECT #: 0954
x Cl) 7
N N X E
N S-508, ti
�.. T
W12x26 (14) 8 OH j
I HSS12x6x3/8+107'-51/2" - S-508 - -
------�W10x19 (14)
X
N O
7 X
W10x26 (14) Q
Cn
- - - - m - - - - - - - -
0 o g �.
m
14,
7 W 10x19 (14)
X X
N N
x
N12x45 1(60)
SECOND FLOOR FRAMING PLAN
-AREA E„
1/8" = 1'-0"
NOTES:
1. BEAMS & JOIST TO BE EQUALLY SPACED BETWEEN COLUMNS UNO
2. * VERIFY DIMENSION W/ ARCH
3. (xx) = NUMBER OF 3/4" DIA x 4 1/2" HEADED SHEAR STUDS C
4. T/STEEL = +106'-6 1/2" UNO
SLAB SPAN
3 1/2" CONCRETE SLAB W/
6x6-W2.9xW2.9 WWF ON
2"-20 GA COMP METAL DECK
(GALV) 5 1/2" TOTAL THICKNESS
T/SLAB = +107'-0"
PLAN NORTH
TRUE NORTH
„D„
„A„
„C„
EXISTING
KEYPLAN
2
U
-,Z
m°
�F-
E a
a
Z �U
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(n c p
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LU
0f
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FILE NAME:
DATE: 4-13-10
DRAWN BY: DH
SHEET:
S-305
LEI PROJECT #: 0954
N12x45 1(60)
SECOND FLOOR FRAMING PLAN
-AREA E„
1/8" = 1'-0"
NOTES:
1. BEAMS & JOIST TO BE EQUALLY SPACED BETWEEN COLUMNS UNO
2. * VERIFY DIMENSION W/ ARCH
3. (xx) = NUMBER OF 3/4" DIA x 4 1/2" HEADED SHEAR STUDS C
4. T/STEEL = +106'-6 1/2" UNO
SLAB SPAN
3 1/2" CONCRETE SLAB W/
6x6-W2.9xW2.9 WWF ON
2"-20 GA COMP METAL DECK
(GALV) 5 1/2" TOTAL THICKNESS
T/SLAB = +107'-0"
PLAN NORTH
TRUE NORTH
„D„
„A„
„C„
EXISTING
KEYPLAN
2
U
-,Z
m°
�F-
E a
a
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DATE: 4-13-10
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SHEET:
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LEI PROJECT #: 0954
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FILE NAME:
DATE: 4-13-10
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SHEET:
S-305
LEI PROJECT #: 0954
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870268
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FILE NAME:
DATE: 4-13-10
DRAWN BY: DH
SHEET:
S-305
LEI PROJECT #: 0954
FILE NAME:
DATE: 4-13-10
DRAWN BY: DH
SHEET:
S-305
LEI PROJECT #: 0954