HomeMy Public PortalAbout11-0080 St. Michael's Church_2of2aBla IN IN N. 1111111M N MN
la1141 MK. aural 11111al RIF,. Ilan SIAM
1
DIN
�- -� -� n il�..�l. II. NI MIN MIN IMMO NOM MI
MII4X a11111 IN. NI. MIMI. NO IN Nil
,_
cos. • i�-4 IN -04-. NI
IM .._PI-
M lMri
IM Meal
N111111/10I
MI ala
Mill-
- -il ./-
-.-i..l-
- -IDl.l-
M Mal -
- a..
--.f- OM
MI MI .l-
M.Oat
- -i1
M MINI .If/ NM
OM M. Mil -
MMIMI ME Mal I .,IN
MI ..a
- M1
M•.I.I NM
MI MN .l-
- _.MI
- IN .11 -
- IN/ IN
N /lam
M .1/-
- MN NM
in NI .N♦
MMN-
- MI sea
M a.1 -
M. la= -
- III.
M IN la
- I.. M.
M. Ir- -
--l.M
MUM IM-
- IM. Mi
- -e • I M.
M. 4-
- Iil. --
lea
1=41•1
IN INN MI
IM
-M.
IN IN -
- I_.M
M■ l.--
- sale
M.l. -
-Ii1.M
M. IN -
-ISI.M
M.
IN -
-Ii1.M
NM I.--
- I.1. M
-
--a.M
M.1M
Paa
Front view
Scale: 1:40
36.00
263.50
120.00
Project
ENE
I!:ometric view
Scale: 1:40
SMC BELL TO),
DES
aA Ppp0 o a
e
010
1
REVIEW
Every effort
code violati
reviewer sha
to violate.
any applicab
review and p
as a warrant
Reviewed By
=Ro Tybee Is land, G
P. E. A. P. IIaTE
S. D C. T. 01/27/2011_
The design complies with all state /local electrical and structural code requirements.
All construction must comply voth
The International Bu.U+dng Ged& 2
Edition and State of Georgi
Amendments
N,�sti
oft ?\31:4 S�
s
ham County,
R CODE COMPLIANCE
s been made to identify
, no oversight by the
be construed as authority
eel, alter or set aside
codes or ordinances. The
it should not be construct
or guarantee.
SHEET 1 OF
Date
i91i(
AZ74Q -Pbo cs4- -6(N•i s
STD BLOCK
11 -5/8 x 11-5/8 n 7 -1/4
I
79 625
19.625 20.625
NI N1 ..1..w. MM.JIU .M AI .U,111 .M1. ELM 1!•1 -
M1E •1M o. .ICI. III. ICU AMP =IN UMW
IMEI MEI = MMIMUIFIIU•MIS•1,1U�!�1�1-
- 1=1111 M•• MIN •11.11M 111111 KIP 1• ■ 011111 1 ■1 ME
WWI .!w S
—1r- 11-x', ,/•! -1 r�•11-
Front view
Sca Fe: 1: 40
NOTES:
EPDXY BOND 3/4" D BOLT
AT NLT 12" DEPTH
ALT) MECH INSERT W/
NLT 10K PULL -OUT STR
NLT 3000 PSI FILL (CONC)
SME BELL TOA,
ER, Tybee Island, V1
Po E.
DES
A. Po Soo Co T.
DATE
01/27/2011
REV
The design complies with all state /local electrical and structural code requirements.
SHEET 8 OF
A constevGkkon m guug ilk Ca m 4y � e i
Inmno
seion an 51201 GA09 0.
AVOWITO
BALL
MASS 836 L8s
All construction must comply with
The International Building Code '''
Edition and State of Georgia
Amendments
Front view
Scale: 1: 20
Bottom view
Scale: 1: 20
68.00
Isometric view
Scale: 1: 20
NOTE: FRAME WELDS
4 X 4 X 1/4" BOX PIPE AT CORNERS
1.5 X 1.5 X 1/8" BOX PIPE (ROOF FRAME)
NOTE: ROOF MATERIAL
MARINE GRADED PLY - 5/8"
COMPOSITE SHINGLE (MATCH CHURCH)
NOTE: BELL SUPPORT MAYBE I -BEAM (4 X 4 X 1/4 ")
TOP MOUNTED (BEARING) ON LATERAL X- MEMBERS
Project
S"C BELL TO., -RD Tybee Is land, G(1
ENG
DES DaTE REV
Po E. A. P. Soo C. To 01/27/2011
The design complies with all state /local electrical and structural code requirements. SHEET 6 OF
PA Gone%
`rtn6 State of
SOort �h� and s
1
1
1
1
1
1
I
\
\
\
\\
/
/
/
//
I
1
I
1
/
/ /
\
\
\
68.00
Bottom view
Scale: 1: 20
68.00
Isometric view
Scale: 1: 20
NOTE: FRAME WELDS
4 X 4 X 1/4" BOX PIPE AT CORNERS
1.5 X 1.5 X 1/8" BOX PIPE (ROOF FRAME)
NOTE: ROOF MATERIAL
MARINE GRADED PLY - 5/8"
COMPOSITE SHINGLE (MATCH CHURCH)
NOTE: BELL SUPPORT MAYBE I -BEAM (4 X 4 X 1/4 ")
TOP MOUNTED (BEARING) ON LATERAL X- MEMBERS
Project
S"C BELL TO., -RD Tybee Is land, G(1
ENG
DES DaTE REV
Po E. A. P. Soo C. To 01/27/2011
The design complies with all state /local electrical and structural code requirements. SHEET 6 OF
PA Gone%
`rtn6 State of
SOort �h� and s
e 75 x4
O
O
Front view
Scale: 1: 4
Bottom view
Scale: 1: 4
H
12. 00
H
12. 00
1
Right view
Scale: 1: 4
Isometric view
Scale: 1:4
NOTE: WELD (BEVEL) BASE PLATE CTR
NOTE: MIN PLATE GAUGE (t) 1/4 ".
Project
SMC BELL TO),ER» Ty bee Is Land, G(
Po E.
DES
AePeSeD Co To
DATE
The design complies with all state /local electrical and structural code requirements.
01/27/211
SHEET 4 OF
Front view
Scale: 1: 40
204. 185
i
0 1. 00 x2
.25
cr-0 .75
Bottom view
Scale: 1: 40
01.00 x
2
NOTE: ELECT /SIGNAL PASSTHROUGH
Right view
Scale: 1: 40
Isometric view
Scale: 1: 40
Project
SMC BELL TOAERD Ty bee Is land, Gn
P.E.
DES
A.P.S.
co'.
DATE
01/27/2011
REV
The design complies with all state /local electrical and structural code requirements.
SHEET 3 OF
P`l
0000ort 110000 10
,ornas taste
PreOtteckts
X11 ,� �r es i e et eeete
Front view
Scale: 1:10
Bottom
Scale:
0
1.00
75
Right
Scale:
>.
view
1:10
\
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \ Isometric view
\ \ Scale: 1:10
\ \
\ \
\ \
\ O\
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
•
/
61.
38
1
Project
S"C B-LL TO.A.ERD Tybee Is Lando
G(1
2�
view
1:10
ENG
Po E.
DES
A. P. So o Co T.
DATE
01/27/2011
REV
The design conch es with all state /local electrical and structural code re4uirements. SHEET 5
OF
X11 ,� �r es i e et eeete
0 1. 00
Front view
Scale: 1: 10
.75
.25
Bottom view
Scale: 1: 10
T
61. 37
Right view
Scale: 1: 10
Isometric view
Scale: 1: 10
NOTE: (ALTERNATE) MAY USE I -BEAM (4 X 4 X 1/4"
MOUNTED ON TOP OF LATERAL SUPPORTS. BELL WILL BE
SUPPORTED BY 2 ea. 1/2 "D (MIN) "U" BOLTS ATTACHED
TO 1/4" (MIN) SUPPORT PLATE.
Project
S"C B
-LL TO.kERD Ty b e e I s l an dD Gn
ENG
DES
Po E. A. Pa So D C. To
DgTE
1/27/2011
REV
The
design complies with all state /local electrical and structural code requirements.
SHEET 6 OF
vi