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RESOURCES MANAGEMENT
METROPOLITAN DADE COUNTY
EN IRO 1ENTAL
CILIT S ONYI
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APPROVED AS „ OMPtYINt3 WITH TA
SOUTH FLORIDA BUILDING CODE
DATE a 19 C5
BY %Mt
pROOUC CONTROL DNISfON
BUILDING. CODE. COMPLIANCE. OF F;Cg
EPZAKCE M
GENERAL NOTES
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2 ALL LOADS EQUAL EXTERIOR & INTERIOR AS PER
GRAPHS.
1 THIS SHUTTER OR SHADE WITH THE STORM BARS
PERMANENTLY IN PLACE HAS BEEN DESIGNED TO
MEET THE REQUIREMENTS OF THE SOUTH FLORIDA
BUILDING CODE FOR STANDARD AND COASTAL EXPO-
SURES.
3 ALL ALUMINUM TO BE AS NOTED.
4. DESIGN CRITERIA FOR ALUMINUM MINIMUM MECHANI-
CAL PROPERTIES & SAFSTY FACTORS ARE IN
ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION
MANUAL ". 1986 ED.
5. ALL FASTENERS TO BE STAINLESS STEEL,
STEEL OR ALUMINUM ALLOY 2024 -T4 OR 70
6. CONCRETE ANCHORS SHALL BE #14 SMS
SHI ELDS(2jvL 5E.acJ• I_Ptsl.) oe ya`' f- 41.[ -'r1
A5 5\ --kOWtJ t o
7. ANCHORAGE TO METAL STRUCTURES
CONSIDERED AS SPECIAL INSTALLATIONS
TO ENGINEERING REVIEW.
8 WHEN USED AS A SHADE, A LABEL MUST BE AFFIXED
TO THE UNIT WARNING THE USER TO ROLL -UP THE
UNIT WHEN THE WIND IS EXPECTED TO EXCEED 75
MPH.
PLATED
75 -T6.
W /METAL
K wt } alK1
TO BE
SUBJECT
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Al' 50608
SLAT CODE
1 -- PVC NO REINF.
2 - PVC 1 BAR EVERY 4 SLATS.
3 - PVC 1 BAR EVERY 2 SLATS.
4 - PVC 1 BAR EVERY SLAT.
5 - ALUM. MIN. FOAM FILLED NO REINF.
6 - H.D. ALUM. FOAM FILLED NO REINF.
7 - EXTRUDED ALUM. NO REINF.
NOTES:
1. FROM LOAD TABLE OBTAIN THE APPROPRIATE DESIGN'
LOAD BEFORE CONSULTING THE GRAPHS.
ANY SHUTTER MUST COMPLY WI'rH THE CORRES
PONDING GRAPH FOR SLATS.
:3. .IF 2 OR 3 SPANS ARE REQUIRED, THEN THE STORM
BAR INL HORIZONTAL STORM BAR SUPPORT GRAPHS
MUST BE CONSULTED TO DETERMINE THE APPROPRI-
ATE COMPONENT 'r0 USE
4. IF STORM BAR INSERT IS USED 1ULTIPLY LOAD BY
5 IF ALUM. STIFFENER IS USED IN STORM BAR SUPPORT
MULTIPLY LOUD 1
DESIGN LOADS - PSF SOUTH FLORIDA BUILDING CODE
;NON -
:COASTAL: COASTAL EXPOSURE
:BLDGS 60' OR LESS; BLDGS OVER 60'
:ELEV. ;ALL
;FEET :SHADES ;BLDGS :INTERIOR: END :INTERIOR: END
:0 - 5 9.5 ; 24.2 ; 24.6 : 28.6 26.4 41.8
"' # ... t� ; 6 I -- - 30.2 , 35.1 32.4 51.3
:15 - 25 14.1 36.3 37.0 ' 42.9 ; 39.6 ; 62.7
:25 - 35 15.8 ; 40.7 41.4 ; 48.1 44.4 ; 70.3
:35 - 55 17.8 ; 45.1 ; 45.9 ; 53.3 ; 49.2 ; 77.9
:55 - 75 19.9 : 50.6 ; 55.2 ; 87.4
:75 -- 100 21.6 55.0 , 60.0 95.0
:100 - 150; 23.8 ' 60.5
:150 - 250 27.3 : 69.3 :
:250 - 350: 30.6 78.1
NOTE: LOADS FOR SHADES ARE TAKEN
AT A 75 MPH WIND ZONE WITH
A SHAPE FACTOR OF 1.1
�- s wide W/Dfl/ -"'1
L 3 -, q4,/
worn/ -
0
0
57/%1/7 WO /7/
0
E
0 0
j •5f:311
SHUTTERS
66.0 ; 104.5
13.6 : 119.7
85.2
134.9 :
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61
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0
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SLATS - SINGLE S
35 40 45 S0 55 GO GS 70 75 90 95 90
SHUTTER 14IDTH - INCHES
2 " STORM E3A, - - TWO SPANS
�y NO REINFORCING
RRONO20
40 50 G0 70 8k 90 100 110 120
SHUTTER NIDTH - TWO SPANS
2' STORM -3AR - THREE SPANS
NO REINFORCING WRONO21
70 90 90 110 130 150 110
SHUT TER NID TH - THREE SPANS
A \S
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NO Rf'INFOR('ING
72
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- 10 i30 `40
T E:M t) /\
NO RE INFORCING
0
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00 90 100 120 140 160
SHUTTER 1419 T - INCHES
�T'ANS
N RONO2;?
T
',Hu; T E R N ICJ TF1 - THREE SPAN 3
F_)
1 I - - - - - -- 1-
40 -30 100 120 1410 160 180
;HU1 TER NIDTH - Tla() SPANS
WRONO23
0 1 30 1 S 0 170
TWO SPANS
(X)
C)
:1 0
1 ,/4 STORM E3 PANS
NO REINFORCING WRONO24
61
6E
1:
8
MRGN
180
-L
f3P 100
1 uRM E - i /\
No REINF0r,'c - 1NG
.?0 1 40
EIRE E- :E',' \N_�
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70 80 90 110 1 30 150
SHU T TER tT -I{JTH - THREE SPANS
1 - 10
ATS
- - EHRFE SPA \S
80 90 100 120 140 160
SHUT TER 1JIDTH -- INCHES
0
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0
c
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LL 0
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0
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URM BAR SUPPORT - T40 SPANS
0
NO REINFORCING WRONO18
180
, 75 135 `35 110 1?' 140 155 110
` ;H(JT 1ER 14 ill TH T11 ;PAN`, -J
T OE M E3AR SUPPORT
NO REINFORCING
)1"
71 85 9c 110 125
\�1
1IHREE SPANS
w RONO 19
140 1 =,5
;HUT TER 1,4 IF) TH TORE-F-= S FANS
110
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DESIGN LOADS
DESIGN LOAD
DESIGN LOAD
.0
72
72
�'
\
\ `
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\
l
.78
84
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Al' 50608
SLAT CODE
1 -- PVC NO REINF.
2 - PVC 1 BAR EVERY 4 SLATS.
3 - PVC 1 BAR EVERY 2 SLATS.
4 - PVC 1 BAR EVERY SLAT.
5 - ALUM. MIN. FOAM FILLED NO REINF.
6 - H.D. ALUM. FOAM FILLED NO REINF.
7 - EXTRUDED ALUM. NO REINF.
NOTES:
1. FROM LOAD TABLE OBTAIN THE APPROPRIATE DESIGN'
LOAD BEFORE CONSULTING THE GRAPHS.
ANY SHUTTER MUST COMPLY WI'rH THE CORRES
PONDING GRAPH FOR SLATS.
:3. .IF 2 OR 3 SPANS ARE REQUIRED, THEN THE STORM
BAR INL HORIZONTAL STORM BAR SUPPORT GRAPHS
MUST BE CONSULTED TO DETERMINE THE APPROPRI-
ATE COMPONENT 'r0 USE
4. IF STORM BAR INSERT IS USED 1ULTIPLY LOAD BY
5 IF ALUM. STIFFENER IS USED IN STORM BAR SUPPORT
MULTIPLY LOUD 1
DESIGN LOADS - PSF SOUTH FLORIDA BUILDING CODE
;NON -
:COASTAL: COASTAL EXPOSURE
:BLDGS 60' OR LESS; BLDGS OVER 60'
:ELEV. ;ALL
;FEET :SHADES ;BLDGS :INTERIOR: END :INTERIOR: END
:0 - 5 9.5 ; 24.2 ; 24.6 : 28.6 26.4 41.8
"' # ... t� ; 6 I -- - 30.2 , 35.1 32.4 51.3
:15 - 25 14.1 36.3 37.0 ' 42.9 ; 39.6 ; 62.7
:25 - 35 15.8 ; 40.7 41.4 ; 48.1 44.4 ; 70.3
:35 - 55 17.8 ; 45.1 ; 45.9 ; 53.3 ; 49.2 ; 77.9
:55 - 75 19.9 : 50.6 ; 55.2 ; 87.4
:75 -- 100 21.6 55.0 , 60.0 95.0
:100 - 150; 23.8 ' 60.5
:150 - 250 27.3 : 69.3 :
:250 - 350: 30.6 78.1
NOTE: LOADS FOR SHADES ARE TAKEN
AT A 75 MPH WIND ZONE WITH
A SHAPE FACTOR OF 1.1
�- s wide W/Dfl/ -"'1
L 3 -, q4,/
worn/ -
0
0
57/%1/7 WO /7/
0
E
0 0
j •5f:311
SHUTTERS
66.0 ; 104.5
13.6 : 119.7
85.2
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.0
w
61
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SLATS - SINGLE S
35 40 45 S0 55 GO GS 70 75 90 95 90
SHUTTER 14IDTH - INCHES
2 " STORM E3A, - - TWO SPANS
�y NO REINFORCING
RRONO20
40 50 G0 70 8k 90 100 110 120
SHUTTER NIDTH - TWO SPANS
2' STORM -3AR - THREE SPANS
NO REINFORCING WRONO21
70 90 90 110 130 150 110
SHUT TER NID TH - THREE SPANS
A \S
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00 90 100 120 140 160
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F_)
1 I - - - - - -- 1-
40 -30 100 120 1410 160 180
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WRONO23
0 1 30 1 S 0 170
TWO SPANS
(X)
C)
:1 0
1 ,/4 STORM E3 PANS
NO REINFORCING WRONO24
61
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8
MRGN
180
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SHU T TER tT -I{JTH - THREE SPANS
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ATS
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0
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0
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180
, 75 135 `35 110 1?' 140 155 110
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T OE M E3AR SUPPORT
NO REINFORCING
)1"
71 85 9c 110 125
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w RONO 19
140 1 =,5
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110
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DESIGN LOADS
DESIGN LOAD
DESIGN LOAD
.0
72
72
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Al' 50608
SLAT CODE
1 -- PVC NO REINF.
2 - PVC 1 BAR EVERY 4 SLATS.
3 - PVC 1 BAR EVERY 2 SLATS.
4 - PVC 1 BAR EVERY SLAT.
5 - ALUM. MIN. FOAM FILLED NO REINF.
6 - H.D. ALUM. FOAM FILLED NO REINF.
7 - EXTRUDED ALUM. NO REINF.
NOTES:
1. FROM LOAD TABLE OBTAIN THE APPROPRIATE DESIGN'
LOAD BEFORE CONSULTING THE GRAPHS.
ANY SHUTTER MUST COMPLY WI'rH THE CORRES
PONDING GRAPH FOR SLATS.
:3. .IF 2 OR 3 SPANS ARE REQUIRED, THEN THE STORM
BAR INL HORIZONTAL STORM BAR SUPPORT GRAPHS
MUST BE CONSULTED TO DETERMINE THE APPROPRI-
ATE COMPONENT 'r0 USE
4. IF STORM BAR INSERT IS USED 1ULTIPLY LOAD BY
5 IF ALUM. STIFFENER IS USED IN STORM BAR SUPPORT
MULTIPLY LOUD 1
DESIGN LOADS - PSF SOUTH FLORIDA BUILDING CODE
;NON -
:COASTAL: COASTAL EXPOSURE
:BLDGS 60' OR LESS; BLDGS OVER 60'
:ELEV. ;ALL
;FEET :SHADES ;BLDGS :INTERIOR: END :INTERIOR: END
:0 - 5 9.5 ; 24.2 ; 24.6 : 28.6 26.4 41.8
"' # ... t� ; 6 I -- - 30.2 , 35.1 32.4 51.3
:15 - 25 14.1 36.3 37.0 ' 42.9 ; 39.6 ; 62.7
:25 - 35 15.8 ; 40.7 41.4 ; 48.1 44.4 ; 70.3
:35 - 55 17.8 ; 45.1 ; 45.9 ; 53.3 ; 49.2 ; 77.9
:55 - 75 19.9 : 50.6 ; 55.2 ; 87.4
:75 -- 100 21.6 55.0 , 60.0 95.0
:100 - 150; 23.8 ' 60.5
:150 - 250 27.3 : 69.3 :
:250 - 350: 30.6 78.1
NOTE: LOADS FOR SHADES ARE TAKEN
AT A 75 MPH WIND ZONE WITH
A SHAPE FACTOR OF 1.1
�- s wide W/Dfl/ -"'1
L 3 -, q4,/
worn/ -
0
0
57/%1/7 WO /7/
0
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0 0
j •5f:311
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66.0 ; 104.5
13.6 : 119.7
85.2
134.9 :
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61
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35 40 45 S0 55 GO GS 70 75 90 95 90
SHUTTER 14IDTH - INCHES
2 " STORM E3A, - - TWO SPANS
�y NO REINFORCING
RRONO20
40 50 G0 70 8k 90 100 110 120
SHUTTER NIDTH - TWO SPANS
2' STORM -3AR - THREE SPANS
NO REINFORCING WRONO21
70 90 90 110 130 150 110
SHUT TER NID TH - THREE SPANS
A \S
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72
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0
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fi
00 90 100 120 140 160
SHUTTER 1419 T - INCHES
�T'ANS
N RONO2;?
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F_)
1 I - - - - - -- 1-
40 -30 100 120 1410 160 180
;HU1 TER NIDTH - Tla() SPANS
WRONO23
0 1 30 1 S 0 170
TWO SPANS
(X)
C)
:1 0
1 ,/4 STORM E3 PANS
NO REINFORCING WRONO24
61
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8
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180
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SHU T TER tT -I{JTH - THREE SPANS
1 - 10
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80 90 100 120 140 160
SHUT TER 1JIDTH -- INCHES
0
. 1
LL --
� r -
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0
c
0
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L r
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0
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0
NO REINFORCING WRONO18
180
, 75 135 `35 110 1?' 140 155 110
` ;H(JT 1ER 14 ill TH T11 ;PAN`, -J
T OE M E3AR SUPPORT
NO REINFORCING
)1"
71 85 9c 110 125
\�1
1IHREE SPANS
w RONO 19
140 1 =,5
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110
(1)
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DESIGN LOAD
DESIGN LOAD
.0
72
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Al' 50608
SLAT CODE
1 -- PVC NO REINF.
2 - PVC 1 BAR EVERY 4 SLATS.
3 - PVC 1 BAR EVERY 2 SLATS.
4 - PVC 1 BAR EVERY SLAT.
5 - ALUM. MIN. FOAM FILLED NO REINF.
6 - H.D. ALUM. FOAM FILLED NO REINF.
7 - EXTRUDED ALUM. NO REINF.
NOTES:
1. FROM LOAD TABLE OBTAIN THE APPROPRIATE DESIGN'
LOAD BEFORE CONSULTING THE GRAPHS.
ANY SHUTTER MUST COMPLY WI'rH THE CORRES
PONDING GRAPH FOR SLATS.
:3. .IF 2 OR 3 SPANS ARE REQUIRED, THEN THE STORM
BAR INL HORIZONTAL STORM BAR SUPPORT GRAPHS
MUST BE CONSULTED TO DETERMINE THE APPROPRI-
ATE COMPONENT 'r0 USE
4. IF STORM BAR INSERT IS USED 1ULTIPLY LOAD BY
5 IF ALUM. STIFFENER IS USED IN STORM BAR SUPPORT
MULTIPLY LOUD 1
DESIGN LOADS - PSF SOUTH FLORIDA BUILDING CODE
;NON -
:COASTAL: COASTAL EXPOSURE
:BLDGS 60' OR LESS; BLDGS OVER 60'
:ELEV. ;ALL
;FEET :SHADES ;BLDGS :INTERIOR: END :INTERIOR: END
:0 - 5 9.5 ; 24.2 ; 24.6 : 28.6 26.4 41.8
"' # ... t� ; 6 I -- - 30.2 , 35.1 32.4 51.3
:15 - 25 14.1 36.3 37.0 ' 42.9 ; 39.6 ; 62.7
:25 - 35 15.8 ; 40.7 41.4 ; 48.1 44.4 ; 70.3
:35 - 55 17.8 ; 45.1 ; 45.9 ; 53.3 ; 49.2 ; 77.9
:55 - 75 19.9 : 50.6 ; 55.2 ; 87.4
:75 -- 100 21.6 55.0 , 60.0 95.0
:100 - 150; 23.8 ' 60.5
:150 - 250 27.3 : 69.3 :
:250 - 350: 30.6 78.1
NOTE: LOADS FOR SHADES ARE TAKEN
AT A 75 MPH WIND ZONE WITH
A SHAPE FACTOR OF 1.1
�- s wide W/Dfl/ -"'1
L 3 -, q4,/
worn/ -
0
0
57/%1/7 WO /7/
0
E
0 0
j •5f:311
SHUTTERS
66.0 ; 104.5
13.6 : 119.7
85.2
134.9 :
,0
GO
ri
.0
w
61
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0
(D
.0
SLATS - SINGLE S
35 40 45 S0 55 GO GS 70 75 90 95 90
SHUTTER 14IDTH - INCHES
2 " STORM E3A, - - TWO SPANS
�y NO REINFORCING
RRONO20
40 50 G0 70 8k 90 100 110 120
SHUTTER NIDTH - TWO SPANS
2' STORM -3AR - THREE SPANS
NO REINFORCING WRONO21
70 90 90 110 130 150 110
SHUT TER NID TH - THREE SPANS
A \S
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72
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0
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fi
00 90 100 120 140 160
SHUTTER 1419 T - INCHES
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F_)
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40 -30 100 120 1410 160 180
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WRONO23
0 1 30 1 S 0 170
TWO SPANS
(X)
C)
:1 0
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NO REINFORCING WRONO24
61
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.?0 1 40
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70 80 90 110 1 30 150
SHU T TER tT -I{JTH - THREE SPANS
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80 90 100 120 140 160
SHUT TER 1JIDTH -- INCHES
0
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0
NO REINFORCING WRONO18
180
, 75 135 `35 110 1?' 140 155 110
` ;H(JT 1ER 14 ill TH T11 ;PAN`, -J
T OE M E3AR SUPPORT
NO REINFORCING
)1"
71 85 9c 110 125
\�1
1IHREE SPANS
w RONO 19
140 1 =,5
;HUT TER 1,4 IF) TH TORE-F-= S FANS
110
(1)
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DESIGN LOAD
DESIGN LOAD
.0
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Al' 50608
SLAT CODE
1 -- PVC NO REINF.
2 - PVC 1 BAR EVERY 4 SLATS.
3 - PVC 1 BAR EVERY 2 SLATS.
4 - PVC 1 BAR EVERY SLAT.
5 - ALUM. MIN. FOAM FILLED NO REINF.
6 - H.D. ALUM. FOAM FILLED NO REINF.
7 - EXTRUDED ALUM. NO REINF.
NOTES:
1. FROM LOAD TABLE OBTAIN THE APPROPRIATE DESIGN'
LOAD BEFORE CONSULTING THE GRAPHS.
ANY SHUTTER MUST COMPLY WI'rH THE CORRES
PONDING GRAPH FOR SLATS.
:3. .IF 2 OR 3 SPANS ARE REQUIRED, THEN THE STORM
BAR INL HORIZONTAL STORM BAR SUPPORT GRAPHS
MUST BE CONSULTED TO DETERMINE THE APPROPRI-
ATE COMPONENT 'r0 USE
4. IF STORM BAR INSERT IS USED 1ULTIPLY LOAD BY
5 IF ALUM. STIFFENER IS USED IN STORM BAR SUPPORT
MULTIPLY LOUD 1
DESIGN LOADS - PSF SOUTH FLORIDA BUILDING CODE
;NON -
:COASTAL: COASTAL EXPOSURE
:BLDGS 60' OR LESS; BLDGS OVER 60'
:ELEV. ;ALL
;FEET :SHADES ;BLDGS :INTERIOR: END :INTERIOR: END
:0 - 5 9.5 ; 24.2 ; 24.6 : 28.6 26.4 41.8
"' # ... t� ; 6 I -- - 30.2 , 35.1 32.4 51.3
:15 - 25 14.1 36.3 37.0 ' 42.9 ; 39.6 ; 62.7
:25 - 35 15.8 ; 40.7 41.4 ; 48.1 44.4 ; 70.3
:35 - 55 17.8 ; 45.1 ; 45.9 ; 53.3 ; 49.2 ; 77.9
:55 - 75 19.9 : 50.6 ; 55.2 ; 87.4
:75 -- 100 21.6 55.0 , 60.0 95.0
:100 - 150; 23.8 ' 60.5
:150 - 250 27.3 : 69.3 :
:250 - 350: 30.6 78.1
NOTE: LOADS FOR SHADES ARE TAKEN
AT A 75 MPH WIND ZONE WITH
A SHAPE FACTOR OF 1.1
�- s wide W/Dfl/ -"'1
L 3 -, q4,/
worn/ -
0
0
57/%1/7 WO /7/
0
E
0 0
j •5f:311
SHUTTERS
66.0 ; 104.5
13.6 : 119.7
85.2
134.9 :
,0
GO
ri
.0
w
61
-,
0
(D
.0
SLATS - SINGLE S
35 40 45 S0 55 GO GS 70 75 90 95 90
SHUTTER 14IDTH - INCHES
2 " STORM E3A, - - TWO SPANS
�y NO REINFORCING
RRONO20
40 50 G0 70 8k 90 100 110 120
SHUTTER NIDTH - TWO SPANS
2' STORM -3AR - THREE SPANS
NO REINFORCING WRONO21
70 90 90 110 130 150 110
SHUT TER NID TH - THREE SPANS
A \S
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72
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0
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00 90 100 120 140 160
SHUTTER 1419 T - INCHES
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WRONO23
0 1 30 1 S 0 170
TWO SPANS
(X)
C)
:1 0
1 ,/4 STORM E3 PANS
NO REINFORCING WRONO24
61
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t
70 80 90 110 1 30 150
SHU T TER tT -I{JTH - THREE SPANS
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80 90 100 120 140 160
SHUT TER 1JIDTH -- INCHES
0
. 1
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0
NO REINFORCING WRONO18
180
, 75 135 `35 110 1?' 140 155 110
` ;H(JT 1ER 14 ill TH T11 ;PAN`, -J
T OE M E3AR SUPPORT
NO REINFORCING
)1"
71 85 9c 110 125
\�1
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w RONO 19
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110
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®d it
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Q w J �
LL w - v
r_90
J Z N -- �
drawing