353 NE 94 St (5)FRONT ELEVATION
Y' -5 1/2'
A
FRONT ELEVATION
r.
•
i
FRONT ELEVATION
FRONT ELEVATION
SIDE ELEVATION
6' X 5' BUILDING
SIDE ELEVATION
8' X 6' BUILDING
SIDE ELEVATION
8' X 8' BUILDING
SIDE ELEVATION
10' X 8' BUILDING
ROOF. PLAN
. ROOF PLAN
REAR ELEVATION
ROOF PLAN
ROOF PLAN
FOUNDATION PLAN
:EAR ELEVATION
REAR ELEVATION
REAR ELEVATION
FOUNDATION PLAN
FOUNDATION PLAN
FOUNDATION PLAN
LOADS.
.3/8 x s Lc
ANCHOR 80_15
0 24' WAX O /C.
ivCTES:
CE`7 N CA:1 't,t
LA IML41S
6 1/2 ANCHOR 80LTS
0 FRONT ELEV.
]/8•. x C Lc
ANCHOR eOLTS
012' MAX O /C.
Ft .CP•OA 0..'U` C00r.
ASE 7 -88 iVANO LOADS ONLY)
0EA0 LOADS:
LIVE LOADS
Ytt•C LOADS:
PANELS
CHANNELS & OTHER Ut?LBERS:
BOLTS & SCREWS:
ANCHOR BOLT$
RONK:RCINC STEEL:
CONCRETE:
PRODUCT REVISED
ay comptyln: vltb the Florida
Balding Code
Accmrptaacc No
Eiplratioo D,cte
Dirbloa
PRODUCT RENEWED
acc F2TArrcE No. O 1 0 •3 G . ¢
11ONDATE d a 2 4 Zoo
BY
PROM,
BJ1LDtNO
• ALTERNATE ANCHOR: HILTI KYdK BOLT 1,
3 /a'. X 5' LC CONCRETE ANCHOR W/
2 1/2' EQLBE0UE3NT, /AETRO DADE COUNTY
ACCEPTANCE /93- 0224.04.
APPROVED AS COMPLYING wlr.I T1:C
SO ORIOA BUILD:NG C011 �
OAT
8Y
ACTUAL LOADS
15 PSF
75 LIPH PER ASCE 7 -86
act Coat
ASTU A625 -76. Fy - 50 KSI
ASTY A527 -80. Fy - 55 KS
ASTU A1018, Fy - 30 K9
AMU A-.307
ASTU A -615, GRADE 40
2,000 PSI AT 28 GAYS
7ROLDIVISION
COMPLIANCE OFFICE
.03
O(o
PRODUCT COUTI
EUILDING CODE C M •� CE
ACCEPTANCE N0. _ O •
4
s-.
&c c oowrr wnoO 1
•0•7
80.
as
scrwa
n
•••07 ILA
PLANS & ELEVATIONS
8r-.At
3"r - r-e..
6' X 5'. 8' X 6', 8' X 8' do 10' X 8'
UTIUTY SHEDS
'C
IMRII
.--
pyiq I►
ARROW GROUP INDUSTRIES
1101 N. 411-1 STREET
BREESE. IL 62230
(618) 526 -4546
FRONT ELEVATION
Y' -5 1/2'
A
FRONT ELEVATION
r.
•
i
FRONT ELEVATION
FRONT ELEVATION
SIDE ELEVATION
6' X 5' BUILDING
SIDE ELEVATION
8' X 6' BUILDING
SIDE ELEVATION
8' X 8' BUILDING
SIDE ELEVATION
10' X 8' BUILDING
ROOF. PLAN
. ROOF PLAN
REAR ELEVATION
ROOF PLAN
ROOF PLAN
FOUNDATION PLAN
:EAR ELEVATION
REAR ELEVATION
REAR ELEVATION
FOUNDATION PLAN
FOUNDATION PLAN
FOUNDATION PLAN
LOADS.
.3/8 x s Lc
ANCHOR 80_15
0 24' WAX O /C.
ivCTES:
CE`7 N CA:1 't,t
LA IML41S
6 1/2 ANCHOR 80LTS
0 FRONT ELEV.
]/8•. x C Lc
ANCHOR eOLTS
012' MAX O /C.
Ft .CP•OA 0..'U` C00r.
ASE 7 -88 iVANO LOADS ONLY)
0EA0 LOADS:
LIVE LOADS
Ytt•C LOADS:
PANELS
CHANNELS & OTHER Ut?LBERS:
BOLTS & SCREWS:
ANCHOR BOLT$
RONK:RCINC STEEL:
CONCRETE:
PRODUCT REVISED
ay comptyln: vltb the Florida
Balding Code
Accmrptaacc No
Eiplratioo D,cte
Dirbloa
PRODUCT RENEWED
acc F2TArrcE No. O 1 0 •3 G . ¢
11ONDATE d a 2 4 Zoo
BY
PROM,
BJ1LDtNO
• ALTERNATE ANCHOR: HILTI KYdK BOLT 1,
3 /a'. X 5' LC CONCRETE ANCHOR W/
2 1/2' EQLBE0UE3NT, /AETRO DADE COUNTY
ACCEPTANCE /93- 0224.04.
APPROVED AS COMPLYING wlr.I T1:C
SO ORIOA BUILD:NG C011 �
OAT
8Y
ACTUAL LOADS
15 PSF
75 LIPH PER ASCE 7 -86
act Coat
ASTU A625 -76. Fy - 50 KSI
ASTY A527 -80. Fy - 55 KS
ASTU A1018, Fy - 30 K9
AMU A-.307
ASTU A -615, GRADE 40
2,000 PSI AT 28 GAYS
7ROLDIVISION
COMPLIANCE OFFICE
.03
O(o
PRODUCT COUTI
EUILDING CODE C M •� CE
ACCEPTANCE N0. _ O •
CHANNEL
DOOR ELEVATION
/10 x 1/2' SCREWS
la EA PANEL
/10 X 7/16' )AOHtNE
SCREW W/ NUT
2 EA PANEL
AT CORNEAS
Or PANEL
Q J•
M.
HINGE
( T!P 2
PLACES)
'2 X 1 CHANNEL
0023' 1H(
(TYPICAL)
PANEL WON VARIES
alb
TYPICAL PANEL
FASTENER ELEVATION
9 1s/32' TYP
t
8' REF 1 1/4'
28 3/4'
TYPICAL WALL PANEL
NOTE: PANEL YAOTN • VARIES
SECTION
s /a'• x a' LONC ANCHOR
BOLTS AT 24' 0.C. AT S10E AND BACX
*WALLS, 12 VAX 0.C. AT FRONT. WALL
ALTERNATE ANCHOR I6LT1 KYd)( BOLT R.
3/8"0 X S' LC CONCRETE ANCHOR W/
1 1/2' E tEIEDs4ENT 1HETRO DADE CCX.INTY
ACCEPTANCE /93-0224.04.
6 X 6 — 10/10 Y.ODED N'RE IIESt1 \�
ALT. — /J BARS AT 18' 0.C. EA. WAY
20•
t/
PArra. 7}c etEss .o1 C•
i
SECTION
WALL OR F OCF
PANELS
WALL at ROOF
CHANNELS
1' x 4' X .o23'
ROOF
E
SECTION
L. 1' X 1' X .026"
BRACE AT ROOF
BEAMS ONLY W //10
)JACINE scam & NUTS
SECTION
2 ROWS /10 X 7/1S'
IAACS. SCREWS AT
a' ON CATER
4 ° PER ERP PA AN NEL)
(2/10X1•)
(6 /10 X 1/2')
L 7/8' 1 1/E' x .02r
/10 x 1/2' SCREW
L 1 7/8' x 1 1/4- x .028" WALL ANGLE
SECTI ON
SECTION
0 ILLACHNE SCREWS
T 4£R11CL.
ANCZE TO CABLE
PANEL RETURN
/1 0 U.ACH E SCREWS
(4 TOTAL)
BOLT 14tT1CAL
ANQE To CABLE
PANEL RETURN
ANOS
1 7/8' X 1 1/47
X 0.02E' --
.018' THCX
.R OCi PA - +Z
r .0 .c°^ S
(b PU PANZL)
WA 1.4. ^A a
SECTION
WALL PANEL
NUT
FLOOR FRAME (0.0287
SPACER
3/8 - • ANCHOR BOLTS
(SEE /CUN0A71ON PLAN ANO
SEC Rai roe RECIUIRD.1D4TS)
ALTERCATE ANCHOR: 3/8'.
HILTI CONCRETE ANCHOR- -
PRODUCT REVLSED
as complying with tine Florida
g C
Acceptance No 02-
Eipira tioa Date
Land Dade
Division
rct Control
.03
WALL CHANNEL
CORNER CONNECTION
SECTION
PRODUCT RENEWKD
• ACCEPTANCE No. G 1 -- C)
FXPiRAT1ON DATE 0 2
By lle PROOF IKLTLOL DIVIMON
BUR.Q4O CODE CC1LLP11ANCS OFFK.E
APPROVED AS C0IARY't:G Y:::li TnE
SOUTH FLO DA BU 1.0 CC(-jE q�
DAT
BY
PRO 'I
BUILDING CODE �� a�� 3 o e r�
ACCEPTANCE NO._
.a
WOE wrtt arraw
M
try
R
SECTIONS & DETAILS
6 ' X 5 ' , 8 ' X 6 ' , 8 ' X 8 ' • & 10 ' X 8 '
uTtuTY SHEDS
,at
MAIO WI
*C10
ac
12 -inn
ARROW GROUP INDUSTRIES
1101 N. 41N STREET
BREESE. IL 62230
(616)- 526 -4546
S2
I
,tiff 01 -,4
esu
1
r
CHANNEL
DOOR ELEVATION
/10 x 1/2' SCREWS
la EA PANEL
/10 X 7/16' )AOHtNE
SCREW W/ NUT
2 EA PANEL
AT CORNEAS
Or PANEL
Q J•
M.
HINGE
( T!P 2
PLACES)
'2 X 1 CHANNEL
0023' 1H(
(TYPICAL)
PANEL WON VARIES
alb
TYPICAL PANEL
FASTENER ELEVATION
9 1s/32' TYP
t
8' REF 1 1/4'
28 3/4'
TYPICAL WALL PANEL
NOTE: PANEL YAOTN • VARIES
SECTION
s /a'• x a' LONC ANCHOR
BOLTS AT 24' 0.C. AT S10E AND BACX
*WALLS, 12 VAX 0.C. AT FRONT. WALL
ALTERNATE ANCHOR I6LT1 KYd)( BOLT R.
3/8"0 X S' LC CONCRETE ANCHOR W/
1 1/2' E tEIEDs4ENT 1HETRO DADE CCX.INTY
ACCEPTANCE /93-0224.04.
6 X 6 — 10/10 Y.ODED N'RE IIESt1 \�
ALT. — /J BARS AT 18' 0.C. EA. WAY
20•
t/
PArra. 7}c etEss .o1 C•
i
SECTION
WALL OR F OCF
PANELS
WALL at ROOF
CHANNELS
1' x 4' X .o23'
ROOF
E
SECTION
L. 1' X 1' X .026"
BRACE AT ROOF
BEAMS ONLY W //10
)JACINE scam & NUTS
SECTION
2 ROWS /10 X 7/1S'
IAACS. SCREWS AT
a' ON CATER
4 ° PER ERP PA AN NEL)
(2/10X1•)
(6 /10 X 1/2')
L 7/8' 1 1/E' x .02r
/10 x 1/2' SCREW
L 1 7/8' x 1 1/4- x .028" WALL ANGLE
SECTI ON
SECTION
0 ILLACHNE SCREWS
T 4£R11CL.
ANCZE TO CABLE
PANEL RETURN
/1 0 U.ACH E SCREWS
(4 TOTAL)
BOLT 14tT1CAL
ANQE To CABLE
PANEL RETURN
ANOS
1 7/8' X 1 1/47
X 0.02E' --
.018' THCX
.R OCi PA - +Z
r .0 .c°^ S
(b PU PANZL)
WA 1.4. ^A a
SECTION
WALL PANEL
NUT
FLOOR FRAME (0.0287
SPACER
3/8 - • ANCHOR BOLTS
(SEE /CUN0A71ON PLAN ANO
SEC Rai roe RECIUIRD.1D4TS)
ALTERCATE ANCHOR: 3/8'.
HILTI CONCRETE ANCHOR- -
PRODUCT REVLSED
as complying with tine Florida
g C
Acceptance No 02-
Eipira tioa Date
Land Dade
Division
rct Control
.03
WALL CHANNEL
CORNER CONNECTION
SECTION
PRODUCT RENEWKD
• ACCEPTANCE No. G 1 -- C)
FXPiRAT1ON DATE 0 2
By lle PROOF IKLTLOL DIVIMON
BUR.Q4O CODE CC1LLP11ANCS OFFK.E
APPROVED AS C0IARY't:G Y:::li TnE
SOUTH FLO DA BU 1.0 CC(-jE q�
DAT
BY
PRO 'I
BUILDING CODE �� a�� 3 o e r�
ACCEPTANCE NO._
.a
WOE wrtt arraw
M
try
R
SECTIONS & DETAILS
6 ' X 5 ' , 8 ' X 6 ' , 8 ' X 8 ' • & 10 ' X 8 '
uTtuTY SHEDS
,at
MAIO WI
*C10
ac
12 -inn
ARROW GROUP INDUSTRIES
1101 N. 41N STREET
BREESE. IL 62230
(616)- 526 -4546
S2
— 7 J
; 1
1
r--� :Jr S r 2
- - ��G - 1c
�1
a
X
=s
(5251
` _ Q ' _ X 1-053" X - -
SJF 31:� "rSd
i
-
a;
- - - - -:--
7= - 1/ +�
ABC
+ i -F At.0
4C_ Z X S;
— - = - .4A
�r - - +c T- c =x =x z
•
1 1 i 1/2' X 2 1 /a• X .060
AT LFT 0�
1 1. 1 I/3" X 2' X .030'
_A ,'2rC?4T DOOR
•
2 X 1 X 0.023' CHANNEL
_SE=iION
53
X X .028 Coma
2 - XrX.023 QCm .
Ce.f-
=3F .rte ��
s3
O.oi6' DOOR SON
1 N0. 10 SCREW
r t NOTCH FCR DOOR JAW
COPE WEE) AS REQUIRED
4' X 1 i /2' X .060 CHANNEL
PRODUCT REVLSED
as complying will Ise PUMA
*
&Mat Cock
Acceptsocs No OZ_
Expiration Date
PRODUCT RENEWED
gzrrAKE No. 0 I -- 0 4-3 0 . o 4-
- nosDATE 2 / / 6
BY
2'A00UCT
NTp oL D1'152014
81m.DSNO CODE O I.U'L ANCE OPPKE
ZEE DOCK TRIM
NOT SHOWN FOR
CLARITY
APPROVED AS COMPLYING • { T}'_
SOUTH IDA BUILDING MOE
DAT
BY
FRC C 1' %' ' ,i S 4
1IUIIDi`:G UDE COMPLANtiCE G- 'E
`.CCEPTAJ:CE NO '7ok 23 //3'°
I
P-u.«
tct CAMAS - o.e[ Dana tca•aaln
R
MA
1110001
t7
JC.aB
Ail tan
SECTIONS & DETAILS
aCK
.mot
6' X 5'. 8' X 6'. 8' X 8' & 10' X 8'
UTIUTY SHEDS
wt. A
' C1°
„_
ARROW GROUP INDUSTRIES
1101 N. 4TH STREET "•..
BREESE. IL 62230
— 7 J
; 1
1
r--� :Jr S r 2
- - ��G - 1c
�1
a
X
=s
(5251
` _ Q ' _ X 1-053" X - -
SJF 31:� "rSd
i
-
a;
- - - - -:--
7= - 1/ +�
ABC
+ i -F At.0
4C_ Z X S;
— - = - .4A
�r - - +c T- c =x =x z
•
1 1 i 1/2' X 2 1 /a• X .060
AT LFT 0�
1 1. 1 I/3" X 2' X .030'
_A ,'2rC?4T DOOR
•
2 X 1 X 0.023' CHANNEL
_SE=iION
53
X X .028 Coma
2 - XrX.023 QCm .
Ce.f-
=3F .rte ��
s3
O.oi6' DOOR SON
1 N0. 10 SCREW
r t NOTCH FCR DOOR JAW
COPE WEE) AS REQUIRED
4' X 1 i /2' X .060 CHANNEL
PRODUCT REVLSED
as complying will Ise PUMA
*
&Mat Cock
Acceptsocs No OZ_
Expiration Date
PRODUCT RENEWED
gzrrAKE No. 0 I -- 0 4-3 0 . o 4-
- nosDATE 2 / / 6
BY
2'A00UCT
NTp oL D1'152014
81m.DSNO CODE O I.U'L ANCE OPPKE
ZEE DOCK TRIM
NOT SHOWN FOR
CLARITY
APPROVED AS COMPLYING • { T}'_
SOUTH IDA BUILDING MOE
DAT
BY
FRC C 1' %' ' ,i S 4
1IUIIDi`:G UDE COMPLANtiCE G- 'E
`.CCEPTAJ:CE NO '7ok 23 //3'°