HomeMy WebLinkAboutProduct Evaluation Bahama Shutterso GENERAL NOTESo
1 AND TESTED II
v_1 2. THIS SHUTTER
3. NO INCREASE IN ALLOWABLE
4. DETERMINE THE POSITIVE A
S. THESE PRODUCT EVALUA'
AND ARE GENERIC. THEY[
6. USE OF THESE APPROVAL
FLORIDA ADMINISTRATIVE
7. THESE PRODUCT EVALU,
SYSTEM DESIGNED
4NE TESTING LABORATORY. 0.
HAS BEEN USED IN THE DESIGN OF THIS PRODUCT.
TIVE DESIGN LOADS TO USE WHEN REFERENCING
JITH THE GOVERNING CODE AND GOVERNING WIND
IS IN ACCORDANCE WITH ASCE 7-98. A DIRECTIONALITY
SHALL COMPLY WITH CHAPTER 61G15-23 OF+THE OBLADE
SCALE: HALF SIZE
1ENTS ARE SUITABLE TO BE APPLIED BY THE
TOR DOES NOT DEVIATE FROM THE CONDITIONS
t VERIFIES THE EXISTING STRUCTURE IS CAPABLE ,566"
TADS.
8. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED. .233" .141"
9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS, .090" 099"
SITE SPECIFIC DOCUMENTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER
OR ARCHITECT. IF THE DEVIATING SITE SPECIFIC DOCUMENTS ARE PREPARED BY A
DELEGATED FLORIDA REGISTERED ENGINEER OR ARCHITECT SAID DOCUMENTS SMALL BEAR - •
THE DATE, SIGNATURE AND ORIGINAL SEAL OF THE DELE�i ATEO ENGINEER OR ARCHITECT .214" a in ,055"
AND SHALL BE SUBMITTED TOT E PRODUCT ENGINEER FOR REVIEW. fV a
10. COMPONENTS SHALL BE LABELED WITH A MINIMUM OF ONE LABEL PER OPENING OR THE
MANUFACTURER AND INSTALLER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE. WHERE
EE LABCLh Alit UStU, IHL LABEL 9.rALL HLAU Ab rULLUWb:
n TOWN & COUNTRY INDUSTRIES, INC.
c L _ FT LAUDERDALE, FL
o ASTM GE MISSILE IMPACT RESISTANT
11. MAXIMUM ALLOWABLE DESIGN P ESSURE = x 50.0 P.S.F. FOR 6'-11" MAX. SPANS.
x 37.5 P.S.F. FOR 8'-0" MAX. SPANS.
c 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM
TENSILE STRENGTH OF 60 K.S.L.U.O.N.
13. ALL EXTRUSIONS SMALL BE 606 T6 ALUMINUM ALLOY, U.O.N.
14. BLADES MUST BE CLOSED & LOCKED FOR WIND AND IMPACT PROTECTION.
i
rY
0
c
a`
8.000••
.875" ,Ito"
I75••J g750"
250"
)N 0MAUMUWON
E 3 SCALE: HALF SIZE
OJAMB
4 SCALE: HALF SIZE
2.521"
.060"
.090
0 0
fJ.
N 1
1.621" ,750"
OJAMB SNAP O" HEADERI O HEADER HINGE OSILL
SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE
D2
0.270•', 1.000"
m'�"'-,50 0.270" .080" TYP.
.0 pf" TYP. TYP.
.125" F' 27
II i t SoO 500"
�N 750" + I m ALUMINUM PIPE LOCATION VARIES,µIi
c &ANGLE I SCALE: HALF SIZE FOR ADJUSTMEt1{D
SCALE: HALF SIZE I `�t ��• .
ci D7 0.270" Y
_ y
0.270, VI
. 00"
---- �, s.000^ t.zzo" soo^ 1 tee- r soo sob S
rL �� ANGLE �3 LCAMELBACKHINGE �S ALUMINUM PIPE'
SCALE: HALF SIZE SCALE: HALF SIZE SCALE: H LF SIZE .pry
0801,
rytTYP Soo"
375"m^yam
3.000" 3.000" 1.000" E�
5.000"
& LAYOUT �
•
7so••
.500"
+
m.z7o••
.500"
+
PIPE SCHEDULE
SHUTTER r D1 D2
SPAN ILI
. 6'-0" 0.038" 0.873" 0.739"
- 6'-0" 0.050" 1.000" 0.87S"
O
N
1.188"
OL-PIN - 3/8• 9t OTENSION RING ALT. L CAMEL BACK HINGE O
�B SCALE : HALF SIZE 2B SCALE: FULL SIZE 23 SCALE : HAIF SIZE CT
0.432" 07" 1.313" (a0.258" Z
LOCKING uiW - Q
FLARED END L� .09op o
u G_ TYP.
250"0 0.132" 0,300"
�`� - 125" .327" m
ny m .SL 00'•
3.000" 3.000" 1.000" 2.500.• 1 '�
'�f GALV. STEEL BENT PLATE
LYOUT O L--PI� OINSERT FOR MUWON O TAB STOP O ALT. TAB STOP O
t7 SCALE: HALF SIZE 79 SCALE: FULL SIZE 20 SCALE : FULL SIZE 22 SCALE : FULL SIZE
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Print Information: P:\FLt\Projects\KK5355.00\Drawings\R7—sub\05-355-02.dwg MCantu 09/23/2005 10:51:06cm 09/23/05 10:50
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N�II
FLORIDA BUILDING CODE, 2004
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BAHAMA SHUTTER
Vti
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ADMLb�A CS pp(y Co. fne
n H 1�
400Waf6fdVah Road • Fort Lauderdale.
Phone: 66) imA 29 • F : JI 9:
Thornton•Tomasetd Group
1. Andrews Ave., Suite 45D • FL Lauderdale, FL 33301
.9S4) 522.3690. F. (9S4) S22.3691 • CoA Y 7519
ANCHOR NOR: 1: SEE ANCHOR NOTE 1
1° CONNECTION IN MIN. 3 KSI CONCRETE:
1/4"0 ITW TAPCONS ((�� 12.'O.C. WIT 1-3/4" MIN. EMBED. AND 2" MIN. EDGE DIST. MBED.
1/4-20 M/F ELCO PANELMATE @ 12' O.C. WITH 1-3/4" MIN. EMBED. AND 2" MIN. EDGE
- 1/4T20 ALL POINTS SOLID SET ANCHOR @ 12" O.C. WITH 7/8"MIN. EMBED. AND 2" MIN. w
n EDGE DIST. J
CONNECTION IN HOLLOW �CONCRETE BLOCK, p N
o T.
- 1/4-20 M/TAPCONS
ELCO PANELMATE @ 12' O.C.WITH 1- /4B MIN. EMBED HN. AND 2" MIGE N EDGE p
DIST.
- 1/4-20 ALL POINTS SOLID SET ANCHOR @ 12" O.C. WITH 7/8"MIN. EMBED. AND 2" MIN. 7
EDGE DIST.
CONNECTION IN WOOD: 6 g ail:
- #10 WOOD SCREW @ 12" O.C. WITH 1-1/2" MIN. EMBED. AND 3/4" MIN. EDGE DIST.
ANCHOR NOTE 2• EXIST. 4 5
CONNECTION IN MIN. 3 KSI CONCRETE: GLAZING
1111,11 ITW TAPCONS WITH 1-3/ " MIN. EMBED. AND 2" MIN. EDGE DIST, q
- 3 1/4-20 M/F ELCO PANELMATES dITH 1-3/4" MIN. EMBED. AND 2" MIN. EDGE DIST. au+ ¢ OPEN
( T.4-20 ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN. EMBED. AND 2" MIN. EDGE m F
CONNECTION IN HOLLOW CONCRETE BL OCK:
131/4"0 ITW TAPCONS WITH 1-1/4' MIN. EMBED. AND 2" MIN. EDGE DIST. (ALL.
- 3 1/4-20 M/F ELCO PANELMATE ITH 1-1/4" MIN. EMBED. AND 2" MIN. EDGE DIST.
3 1/4-20 ALL POINTS SOLID SET NCHORS WITH 7/B"MIN. EMBED. AND 2" MIN. EDGE
DI T.
CONNECTION IN WOOD: tee`
- (3) #10 WOOD SCREWS WITH 1-1/2" MIN. EMBED. AND 3/4" MIN. EDGE DIST. �
ANCHOR NOTE 3:
CONNECTION IN MIN. 3 KSI CONCRETE: 8
- 111 5/16-18 POWERS FASTENER CAL -IN WITH 1" MIN. EMBED. AND 2-1/2" MIN. EDGE '�
DIST. 2�.7/160 AGCE S
E CONNECTION IN HOLLOW CONCRETE B OCK: s -;,H
FOR L IS LESS THAN OR EQUAL TO 6'-0" AND A MAXIMUM MULLION SPACING OF 24", OLEtrR 18
'•a EDGE 1O55T6-18 POWERS FASTENER ALK -IN WITH 1" MIN. EMBED. AND 2-1/2" MIN. w I 1
FOR L IS GREATER THAN 6'-0" OR ULLION SPACING GREATER THAN 24", SITE l7 N MBED. 1D I j
'". SPECIFIC ENGINEERING IS REQUIRED. w o
CONNECTION IN WOOD:
(2) 3/8"0 LAG SCREWS WITH 1-3/4 MIN. EMBED. AND 3/4" MIN. EDGE DIST. I
o II
II
SEE ANCHOR F OTE1 I I
II
c MBED. XIST(NG'S`,[Sl)URE
OPENING ANGLE NOTE: SEE ANCHORNOTE2 ITYP. i0P M, O OM)
I~i_a FOR
IS 30LENGTHS UP TO 57" MAX., OPENING
p - FOR PANEL
IANEL LENGTHS UP TO 72" MAX., OPENING OTYPICAL CLOSED POSfflON SECTION
S SCALE: 3" = 1'-0"
v 7 - FOR PANELL L LENGTHS GREATER THAN 72" UP
t30"
TO 96" MAX., OPENING ANGLE IS 25'
zo< OPEN\N�
i NO 7
EXIST. SE O`"E 6 4 5
GLAZING
(ARM 70 JAMB CONNECTION)
SUPPORTING Aa,RM
C EVERY JAM
p S
MULLION LOC TIO
4-20 x 1 J" BO T-
WITH NUT OR
W INGNUT
IN.OTME
SEE A
i
EXISTING STRUCTURE
(TYP. TOP & BOTTOM)
a`
SHDTTER MUST BE LOWERED DURING
A HURRICANE WARNING. SHUTTER IS
NOT DESIGNED TO REMAIN IN THE
OPEN POSITION DURING A HURRICANE.
NOTE T
GLAZING
(ALT. SILL)
7/160 ACCE S v
HOLE FOR 1B 1
II
oy EMBE 10 l i 72 F
w p �!
x
4CONT.
yI <31CR NOTE2 j <2" x 2" x 1/8x
EXISTING STRUCTURE ALUM. ALLOY BEAM 18
(TYP. TOP & BOTTOM, ITYP. TOP & BOTTOM)
07YPIF
CAL BUILD -OUT CLOSED POSITION SECTION 011 ...v.lfi,
SCALE, 3" = V-0" S11\1 �1f E
\
J I
IL Ilmlr
Z 0 A
elnc Aow ...,::.a A:.
14
II II I I 13 MULLION ARM MOUNT it II I I 14 `:3
II II I I SHALL BE USED WHERE
li Ii II li I SPAN IS GREATER THAN
III I I I II II I I I a< u
II II II II 1--- b'-0" 17 II U II II I I O C e
II 11 II II --- I7),Z-20 RI NU III II II I _ I 0 _
4 r
CD
17 0
S V a C
9
0 0 06/08)
#10 x 2" HWH 410 HT. STAINLESS c
STEEL SCREW XYLON COATING OR #6 x 1/2" HWH 18-8 MIN. 14 AS NOTID
E SPACER WITH 1/2" NYLON ENO CAP STAINLESS STEEL Q ��
ITOTYPICAL PLAN VIEW
SCALE: HALF SIZE O 05-35
sheet 3