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KNEZEVICH 8f ASSOCIATES, INC.
ENGINEERS, "PLANNERS & PRODUCT TESTING
641 MOKENA DRIVE
MIAMI SPRINGS, FLORIDA, 33166
PHONE (305) ` 883 -9571
DADE COUNTY .PRODUCT APPROVAL ND4
EXPIRE"
it
•FOLDING STORM SHUTTER
TSHUTTER ----.� XPRESS INC.
14100 BISCAYNE BOULEVARD..._
NORTH ML MI FLORIDA 33138 .r
(305) 947-6801
description
ASCE 7 -88 VIN.11,•LOADS1
GENERAL NOT£S, Rein ecc
T
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' t
MAXIMUM SHUTTER HEIGHT (SPAN) SCHEDULE (UNIT; FT -IN)
MEAN R��F
HEIGHT
(FT)
h �< 60 FT, EXP. C
(COASTAL & NON - COASTAL BLDG ZONE)
h >
60 FT,
EXP. C
BLDG Z1NE)
h >
(CIASTAL
60 FT,
BLDG
EXP, D
ZONE).
(N 1N-COASTAL
INTERIOR
END
INTERIOR
END
INTERIOR
END
>0 -15
10 -
2
9
- 6
-
-
-
>15 -25
9 -
9
9
- 2
-
-
F
-
>25 -40
9 -
S
8
- 10
-
-
-
-
>40 -60
9 -
2
8
- 4
-
-
-
>60 -80
-
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9-
7
6-
7
9-
0
5-
1
>80 -100
-
-
9 -
5
6 -
2
8
- 10
4
- 10
>100 -140
-
-
9-
3
S-
7
8-
7
4-
6
>140 -180
-
-
9-
1
S-
2
8-
4
4-
3
>180 -250
-
-
8-
9
4-
9
8-
1
4-
0
>250 -350
-
-
8-
4
4-
3
7-
8
3-
9
MEMBER ®
MEMBER
FASTENER -
TYPE 3
#10 x 2' SMS
W/ NYLON
SPACER
MEMBER ®
410 x 2' SMS
\// NYLON
SPACER
FASTENER
TYPE - 2
MEMBER 90
FLOOR MOUNT
SCALE: FULL SIZE
it
SCALE: FULL SIZE
x 2' SMS
� FASTENER
TYPE 3
w
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FASTENER - TYPE 2
MEMBER ®
X
I
00
ALTERNATE FLOOR MOUNT
I
410 x 2' SMS
A WHEN THIS DRAWING IS USED FOR INSTALLATIONS ON WOOD FRAMED CONSTRUCTION
CONC. ANCHOR SHALL BE REPLACED BY WOOD LAG SCREWS WHICH HAVE STANDARD
HEADS OR THREADED TO ACCEPT A 1/4 1 1 MACHINE NUT. WOOD SHALL BE EQUIVAL ENT
TO SOUTHERN PINE GROUP II MAX - MOISTURE CONTENT 15%, EMBEDMENT DEPTH REQUIRED
IN WOOD FRAMING, EXCLUDING PLYWOOD & FINISH.
FASTENER TYPE -3: USE 3/16 "' AL, 'POP' RIVET OR #14 x 3/4' HEX HEAD, 'TEK' SCREW OR
#20 x 1/4 1' MACHINE BOLT AND NUT. SPACING SHALL BE 16' O.C.
FASTENER TYPE -1
STAGGER 1/2 SPACE
FROM ANCHOR BELOW
a
0
FASTENER
TYPE - 1
STUCCO OR FINISH
MATERIAL (TYP)
EXISTING STRUCTURE
ALTERNATE WALL MOUNT
SCALE: FULL SIZE
MEMBER 9®
ANCHOR SCHEDULE
RAWL ZAMAC
NAILIN WITH
STAINLESS
STEEL NAIL
1/4"
ANCHOR TYPE
DIAMETER
MIN.
EMBEDMENT
EXISTING
STRUCTURE
1 -3/8"
CONCRETE
12"
9'
FASTENER
SPACING
TYPE -1
TYPE -2
RAWL LOK /BOLT
SLEEVE ANCHOR
1/4"
1 -1/8"
CONCRETE, GROUTED
OR HOLLOW BLOCK
18"
9"
WEJ -IT
SLEEVE ANCHOR
1/4"
1"
CONC, OR
GROUTED
BLOCK
18"
12"
HOLLOW
BLOCK
12"
6"
ITW
TAPCON
1/4"
RAWL
CALK -IN
1/4
7/8"
CONCRETE
12"
12"
1 -1/4'
CONCRETE, GROUTED
OR HOLLOW BLOCK
12'
12"
WOOD LAG
SCREWS x
1/4"
1 -1/2"
WOOD -
FRAMING
18"
+41 „
-MEMBER 03
#10 x 2' SMS
410 x 2' SMS
W/ NYLON SPACER
WIND LOAD NOTES:
1, PER ASCE 7 -88 TABLE 5, DESIGN IS FOR CATEGORY I STRUCTURES
WITH AN IMPORTANCE FACTOR OF 1.05 FOR ,ALL FLORIDA APPLICATIONS.
2, FOR BUILDINGS WITH A MEAN ROOF HEIGHT GREATER THAN 60 FEET, EXPOSURE D
SHALL BE USED FOR ALL BUILDINGS LOCATED WITHIN THE COASTAL BUILDING
ZONE. EXPOSURE C SHALL BE USED FOR ALL OTHER LOCATIONS.
3. FOR COMPONENTS AND CLADDING ON BUILDINGS WITH A MEAN ROOF HEIGHT LESS
THAN OR EQUAL TO 60 FEET, EXPOSURE C SHALL BE USED FOR ALL EXPOSURES.
4. TABULATED VALUES ARE BASED ON WIND FORCES AT THE MAXIMUM HEIGHT OF A
GIVEN RANGE.
w
APPROVED AS COMPLYING \MT}1 THIE
SOUTH FLORIDA BUILDING CODE
DATE
BY
PE(ODUCf CONTROL DIVI
BUtWriG C:.D:- COMPUANCB 0it
AC:,EP TANCE N0. -5' -3'4 b _0 t
C3
w
a
W2 (FT)
TYPICAL PLAN OF BUILDING
N.T.S.
W1 OR W2
END ZONE
AO
SHUTTER
INTERIOR p
ZONE
000 000
.--4
3
r
END ZONE
GRADE
TYPICAL ELEVATION OF WALL ANALYZED
N.T
E OCCURS AT THE FOUR
PRIMARY BUILDING CORNERS.
INTERIOR & END ZONE NOTES:
1, `d = MINIMUM OF W1 & W2, W1 & W2 ARE OVERALL
BUILDING DIMENSIONS, (SEE TYPICAL PLAN OF BUILDING)
2. FOR BUILDINGS WITH A MEAN ROOF HEIGHT LESS THAN
60 f t., END ZONE, E, = 0,4h OR 10% OF W, WHICHEVER IS
SMALLER, BUT NOT LESS THAN 4% OF W OR 3 ft,
(SEE TYPICAL ELEV, OF WALL ANALYZED)
3. FOR BUILDINGS WITH A MEAN ROOF HEIGHT GREATER
THAN OR EQUAL TO 60 f t., END ZONE, E, = h OR 107.
OF W, WHICHEVER IS SMALLER. (SEE TYPICAL ELEV.
OF WALL ANALYZED)
4, INTERIOR ZONE = REMAINING AREA OF THE WALL ANALYZED,
(SEE TYPICAL ELEV.)
5, h = MEAN ROOF HEIGHT OF BUILDING
(SEE TYPICAL ELEV, OF WALL ANALYZED)
v J. A.hf1EVICH, PROFESSIONAL E}:GN SEA
FL UCE ISE TAO. PE 4010994
DISCIPLINE: STRUCTURAL
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drawing no.
93 -101
sheet 2 of 2