1450 NE 101 St (9)t4,
2t tc'e- 43n.
4-'s , 41, 1 41" , :.- "� A 2_551_
0 N
Z�); 0
L
0
011
o 6
729
1/6° c
6
-)3
3.00 0
STORM BAR HC/3
- r
.090
078
Iry
BAR INSERT FOR IC/3
144 -�
2.500
STORM BAR 14C/2.5
- .076
1.188
.062
ty9
BAR INSERT FOR IC/2
2.000
STORM BAR HC /
876
L.osp
typ.
.750
1.750
.176 (2)
BAR BAR INSERT FOR IC /2
3.000
2.250
.06 4 -1
11 u
1059 I
▪ - flLf -___rc_sr_
2 U TRACK
3" U TRACK
1950
062
TP
2.250
3.000
1059
L�nr -
2 F TRACK
3" F TRACK
A•' 2 r. 1 /8" ALUM ANGLE
ANCHORS 24" OC.
L
2.190
SECTION A -A
• 1 /4 " -20 BOLT W /NUT 2 .COC.
r:;._....--,. I
I
ANCHORS 2 /PLATE
1 /8" THICK ALUM. PLATE
• CEILING FLQOR MOUNTED
1 1 /2 ". 2"• 1 /8" ALUM ANGLE
1 /4=20 BOLT B NUT 24 "0 C. MA•
.032
1 7 P
1 . 4 "MAX
ALUM END
PLATE
2.190
•
10"M
M 8 S.M.S.
H12 SMS 2 /2140
-NYLON RETAINER
RETAINING PIN
ALUMINUM CAM
1 /2"
- ADJUSTING
BLOCK (ALUM).
STORM
AR
FLUSH MOUNTED
SECTION A -A
1 /4 "a 2 "a I/8" ALUM PLATE
ANCHOR 2/ PLATE
.032
ITP
.560 .560
PVC SLAT "• PVC SLAT ••
USE W / STEEL INSERT AND U5E W /ALUMINUM INSERT ONLY
W /OUT INSERT
.125 • - 2.000
2.090
■
SECTION C -C
STD ALUMINUM SLAT
w /FOAM CORE
4I
• ANCHORS 24" (IC.
1 �•s
/ - 1/4" - sot
NUT 24" OC.MAX
DES_ • •-
R
LTA ININ PIN
N9 14 M.S. W /NUTS(2)
ANCHORS 24" 0 C. MAX
I "X 2" ALUM. ANGLE
MINI ALUMINUM SLAT
W /FOAM CORE
ANCHORS 24 0.C ...A
1/d -20 80LTS W, NUTS
I/4 -20 MS W /NUT
SPLITTRAC RECEPTOR
METRO -PIN
1/16" STAINLESS
STEEL
SPLITTRAC
SECTION 8-8
► j / //,� ANCHORS 24" 0 C.
'/4 ". 20 BOLT B NUT
24 "0 C
2753
L
755 H••
U
•/ 0
1 /Y. 2 ". 1 /R" ALUM ANGLE
6 t
- I10RS 24
• 7'
• w 10 5145 36" OC_ YA
* "7" MULL TO BE USED WITH SHUTTERS UP
• STD. SLAT TO BE USED FOR INSERTION OF STEEL STIFFENER WHEN READ. TO 120" WIDE 8 96" HIGH (EA) AND LOADS UP TO - FLASHING ANGLE
•• THIS SLAT TO BE USED WITH ALUM. STIFFENER EVERY THIRD SLAT, WHEN 29.7 PSF. OTHER CONDITIONS TO BE CALCULATED
REQUIRED. STD. SLAT TO BE USED ELSEWHERE. INDIVIDUALLY.
I
125
12P
STORM BAR SUPPORT
Z ". 2"X 1 ALUM. ANGLE
•
. f y'�' A•'0.• If
ROLL SUPPORT CASTING
RACK
/ - a12 SMS 2 /JAMB
1 "•
r 'is- Al UM
ANS; F 6" LONG MIN,
ANCHORS 3 /MJSeI
BAR CODE
BAR tNO INST.
2"
2
3"
HC/2
HC /2.5
HC/3
W/ INST.
IC /2
IC/2.5
IC /3
FOR BARS W /INSERT
MULTIPLY SHOWN VALUES
BY 2 (LOAD 014 SPACING)
NOTE:
[SHUTTER WIDTH]
SINGLE SPAN
SLAT CODE 1155 A • I ALUMINUM STIFF. EVERY THIRD SLAT
TABLES ON THIS SHEET ARE FOR
NON- COASTAL EXPOSURE
CORNER TRIM
090
ly2
� a7z�
1
D -
2766
1.990 STEEL INSERT
ALUMINUM INSERT
SHUTTER
HEIGHT
1.67
449
050
tyv
10,. BOX
r i
C
TYPICAL ELEVATION
NO SCALE
8 r+•A
- L -- : t
GENERAL NOTES:
L THIS SHUTTER WAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF
THE SOUTH FLA. BLDG. CODE, WITH STORM BARS PERMANENTLY IN PLACE
2. STORM BARS TO BE 6063 -T6, ALL OTHER EXTRUSIONS TO BE 6063 - 75.
3ALL LOADS EOLVU. EXTERIOR 8 INTERIOR AS PER TABLES.
4.ALL FASTENERS TO BE ALUMINUM OR NON MAGNETIC STAINLESS STEEL.
5. MASONRY ANCHORS TO BE FISCHER 5 -8 W /NQ 12 S.M.S. 24 "0.C. MAX. OR EQUAL.
&ANCHORAGE TO METAL STRUCTURES TO BE CONSIDERED AS SPECIAL
INSTALLATIONS SUBJECT TO ENGINEERING REVIEW.
❑
SHUTTER WIDTH
DOUBLE SPAN
❑ ❑ ❑
SHUTTER WIDTH
FFF"' TRIPLE SPAN
1155 S • 1 STEEL STIFF. EVERY THIRD SLAT 1138 FA• MINI - ALUMINUM W /FOAM CORE
1150 FA• STD. ALUMINUM W/ FOAM CORE
MAXIMUM SHUTTER WIDTH FOR VARIOUS LOADS B SLAT VARIATIONS - INCHES
ELEV. LOAD SLAT NO 1155 S SLAT N4 1155A SLAT NQ 1138 FA SLAT N9 1150 FA
FEET PSF 1 SPAN 2 SPAN 3 SPAN 1 SPAN 2 SPAN 3 SPAN 1 SPAN 2 SPAN 3 SPAN 1 SPAN 2 SPAN 3 SPAN
0 -5 24.2 42.25 103.20 140.43 50.74 125.95 150.00 55.63 137.45 150.00 67.42 159.03 198.00
5 -15 • 297 39.86 96.76 131.56 4778 118.03 150.00 52 23 130.79 150.00 63.81 151.40 198.00
15 -25 36.3 37 67 9091 123.43 4508 110.78 150.00 49.12 124 60 150.00 60.07 144.28 198.00
25 -35 40.7 36 48 87.73 119 04 4362 106.86 145.49 47.43 120.24 150.00 58.05 140 38 198.00
35 -55 45.1 35.46 84.98 115.24 42.35 103.47 140.80 45.97 116.33 150.00 56.30 136.98 190.86
55 -75 506 34.35 82 01 III 13 40.98 99.80 135.73 44.40 112.11 150.00 54.40 133.26 185.49
75 -100 550 33 57 79.93 108.24 4003 97.23 132.17 43.30 109.15 149.38 53.08 130.64 180.57
100 - 150 60.5 32 71 77 62 105 05 38.96 94.38 128.23 42.07 105.87 144.84 51.6 1 127.70 175.11
150 -250 69.3 31.53 74.45 100.66 37.50 90.46 122.82 40.39 101.36 138.61 49.59 122.87 167.63
250 -350 78 1 30.53 71 77 96 96 36.27 87.17 118 25 38.97 97.56 133.35 47.88 118.30 161.31
MAXIMUM STORM BAR SPACINGS FOR VARIOUS LOADS a SHUTTER HEIGHTS - INCHES
ELEV. [DAD 4 HEIGHTS 72" HEIGHTS 96" HEIGHTS 120" HEIGHTS
FEET PSF HC/2 14C/2.5 HC/3 11C/2 HC/2.5 HC /3 HC/2 14C/2.5 11C/3 110/ HC/2.5 HC/3
0- 5 24.2 78.31 - - 2946 58.44 107.63 12.32 26.10 56 77 - 13.30 28.93
15 -25 36 3 52.21 91.07 - 19.64 38 96 71.75 - 17.40 37 84 - - 19.29
35 -55 45 1 42.02 73.30 - 15.80 31 .36 57.75 - 14.00 30 46
75 -100 550 34.46 60.10 - 12.96 25.71 47.35 - 11.48 24 98
150 -250 69.3 27.35 47.70 - 10.28 20.41 37.58 - 9. 1 I 19.82
250 -350 78 1 24 26 42 33 - 9.12 18 1 I 33 35 - - 17.59
STORM BAR SUPPORT SCHEDULE FOR VARIOUS LOADS 8 SHUTTER HEIGHTS - INCHES
ELEV. LOAD 48" HEIGHTS 72" HEIGHTS 96" HEIGHTS 120" 112101475
FEET PSF A 8 C A 8 C A 8 C A 8 C
0 -5 24.2 136.57 198.00 - 109.31 147.18 198.00 94.29 126.97 198.00 83.38 112.26 193.31
15- 25 36.3 I11. 51 159.25 198.00 89.25 120.17 195.09 76.99 103.67 168.29 68.08 91.66 157.83
35 -55 45.1 100.04 134.70 198.00 80.07 107.81 175.02 69.07 93.01 150.99 61.07 82.24 141.60
75 -100 55.0 90.59 121.98 198.00 72.51 97.63 158.49 62.55 84.22 136.72 - 74 47 120 89
150 -250 69.3 80.70 108.66 176.41 64.59 86.97 141.19 55.72 75.03 121.80 - 60.60 107.70
250 -350 78.1 76.02 102.36 166. 17 60.85 81.93 133.00 52.49 • 70.68 114.74 - 53.76 101.45
He S.M.S. 12" OC.. OR 3/16" - POP RIVETS
.040 CONT. ALUMINUM BRACE -
I
U 2.000 +i
0315
� ft B S. M. S- 12 "OC.
A- NON FASTENED
8- WNQ 8 SM.5. 12" 0.C.
C- AS "8" PLUS DIAGONAL BRACE
8 RETAINING PIN DET. ADDED
• NOTES ADDED
a••••
N
N
•• p••s "' NOTED
tan :4:00.4
21 000
CT2® Emma
Wfall
SOLAROLL SHADE B SHUTTER
POMPANO °EACH Iii
ROC` ILITTER •••c" tpt'zY04 -2 ° -8•
71 -3
15 52
12.73
10.10
8.96
THESE PLANS ARE APPROVED FOR
ISSUANCE OF A BUILDING PERMIT
VARIA`iCE(S) LISTED IN "REMARKS"
F;1' .';ii S!!fRES BUILDING AND ZONING
UN ES:. SPECIFICALLY LISTED BELOW.
AND COUNCY LAWS MUST BE COMPLIED
Authori'ed S:grr.ture Date
• WITH NO VARIANCES • WITH
NO OTHER DEVIATIONS FROM THE
ORDINANCES WILL BE PERMITTED.
ALL OTHER APPLICABLE STATE
WITH BY ALL PARTIES.
FIRE DEPARTMENT
l PUBLIC WORKS
POLICE DEPARTMENT
r1 mi
I
BUILDING DIRECTOR
PLANNING & ZONING 60.
VILLAGE COUNCIL
APPROVAL
PRELIMINARY: FINAL:
REMARKS:
COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED
BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER &
SUB CONTRACTORS ARE C"ARGE° W1P4 T' K''OWIEDGE OF AL BUILD-
!' ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.