HomeMy WebLinkAboutProduct Approval MIAMI- MIAMI-DADE COUNTY
e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Streek Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy
Florida Shutters,Inc.
1055 Commerce Avenue
Vero Beach, FL 32960
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date,stated below. The Miami-Dade County Product Control
Section (hi Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for duality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: "Impact"Aluminun 17U____" hutter
APPROVAL DOCUMENT: Drawing No. 14-1959,titled"Impact.Aluminum Bahama Shutter",sheets 1
through 9 of 9,prepared by Engineering Express, dated February 24,2009, last revision dated October 28,2014,
signed and sealed by Frank L.Bennardo,P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a pennanent label with the manufacturer's name or logo,city,state,the
following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS-
202,and TAS-203,unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall arrtornatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it
shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-1120.09 and consists of this page 1,evidence submitted pages E-1,E-2,E-3, &E-4
as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Malcar,P.E.,M.S.
"' /���JOAN 150150 03n17i11
MIAMI•DADECOUNTY Expiration Date. 03/08/202
04,116 12.0)G_ Approval Date: 04/16/2015
Page 1
Florida Shutters,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#00-0411.08
A. DRAWINGS
1. Drawing No. 1001A, titled "Impact Bahama Shutter ",prepared by W W. Schaefer
Engineering& Consulting, P.A., dated November 17, 2000, sheets 1 through 10 of 10,
signed and sealed by Warren W. Schaefer, P.E.
B. TESTS
1. Test Report on: 1)Large Missile Impact Test,per PA-201, 2) Cyclic Wind Pressure
Test,per PA-203 and 3) Uniform Static Air Pressure testper PA-202, of Bahama
shutters,prepared by Hurricane Test Laboratory Inc., Report No. 0205-1203-99, dated
February 28, 2000, signed and sealed by Vinu J. Abraham, P.E.
C. CALCULATIONS
1. Anchor analysis and calculations dated 0312912000, Pages I to 14,prepared by W. W.
Schaefer Engineering& Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E.
D. MATERIAL CERTIFICATION
1. Certified Tensile Test Report No. OAM-142,prepared by QC Metallurgical Inc., dated
0310212000,per ASTME8-93, signed and sealed by Frank Grate, P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#04-0130.03
A. DRAWINGS
1. Drawing No. 1001A, titled "Impact Bahama Shutters", sheets 1 through 10 of 10,
prepared by W. W. Schaefer Engineering& Consulting, P.A., dated November 17,
2000, signed and sealed by Warren W. Schaefer, P.E, on March 18, 2004
B. TESTS
J. None.
C. CALCULATIONS
L None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
L None.
my A.Malar,P.E.,M.S.
Product Control Unit Supervisor
NOA No. 15-0316.11
Expiration Date: 03/08/2024
Approval Date: 04/16/2015
E-1
Florida Shutters,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED i NJ)ER PREVIOUS APPROVAL#09-0121.13
A. DRAWINGS "
1. Drawing No. 08-FSH-0002, titled "Impact Aluminum Bahama Shutter", sheets 1
through 9 of 9,prepared by Engineering Express, dated February 24, 2009, last
revision dated September 29, 2009, signed and sealed by Frank L. Bennardo, P.E.
B. -TESTS
1. Test Report on; 1)Large Missile Impact Test,per TAS-201, 2) Cyclic Wind Pressure
Test,per TAS-203 and 3) Uniform Static Air Pressure test per TAS-202, of Bahama
shutters,prepared by Hurricane Test Laboratory Inc., Report No. 0218-0203-09, dated
July 01, 2009, signed and sealed by Vinu J. Abraham, P.E.
C. CALCULATIONS
1. Comparative analysis and anchor calculations dated 02/24/2009, Pages 1 to 24,
prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., on
0212412009.
2. Revised comparative analysis and anchor calculations dated 0912912009, Pages I to 8,
prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., on
0912912009.
D. QUALITY ASSURANCE
1. By Miami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATION
1. None.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 11-1128.07
A. DRAWINGS
L Drawing No. 08-FSH-0002, titled "Impact Aluminum Bahama Shutter'; sheets I
through 9 of 9,prepared by Engineering Express, dated Februa,y 24, 2009, .last
revision dated October 10, 2011, signed and sealed by Frank L. Bennardo, PE.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Permitting, Environment, and Regulatory
Affairs(PERA).
F&fty A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No. 15-0316.11
Expiration Date: 03/08/2024
Approval Date: 04/16/2015
E-2
Florida Shutters,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATION
1. None.
F. STATEMENTS
1. Compliance letter in accordance with the Florida Building Code, 2010 edition, issued
by Engineering Express, dated.October 10, 2011, signed and sealed by Frank L.
Bennardo, P.E.
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#13-1203.08
A. DRAWINGS
L . None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
I. By Miami-Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATION
1. None.
F. STATEMENTS
1. Compliance letter in accordance with the Florida Building Code, 2010 edition, issued
by Engineering Express, dated November 20, 2013, signed and sealed by Frank L.
Bennardo, AE
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 14-1120.09
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATION
1. None.
H6dy A.Malcar,P.E.,M.S.
Product Control Unit Supervisor
NOA No. 15-0316.11
Expiration Date: 03/08/2024
Approval Date: 04/16/2015
E-3
Florida Shutters,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATION
1. None.
F. STATEMENTS
1. Compliance letter in accordance with the Florida Building Code, 2010 edition, issued
by Engineering Express, dated October 10, 2011, signed and sealed by Frank L.
Bennardo, P.E.
7. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 14-1959, titled "Impact Aluminum Bahama Shutter ", sheets 1 through 9
of 9,prepared by Engineering Express, dated February 24, 2009, last revision dated
October 28, 2014, signed and sealed by Frank L. Bennardo;P.E.
B: TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATION
1. None.
F. STATEMENTS
1. Compliance letter in accordance with the Florida Building Code, 2014 edition, issued
by Engineering Express, dated March 06, 2015, signed and sealed by Frank L.
Bennardo, P.E.
H y A.,Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No. 15-0316.11
Expiration Date: 03/08/2024
Approval Date: 04/16/2015
E-4
- K NARD0,P. —
.:,:. •, . .1111u,1 6L.
IMPACT ALUMINUM BAH MA, SHUTTER
FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) �``�`
No.4' 54
112"MAX.SHUTTER WIDTH 56'MAX.SHUTTER WIDTH /�
(REFERENCE SYSTEM NOTES) (REFERENCE SYSTEM NOTES) �1 lJ 1�, z
j 14 1528'MAX. 28'MAX. 28"MAX. 28"MAX. 28"MAX. 28"MAX. STA Nin a
PANEL W1DTH�PANEL WIDTH PANEL WIDTHPANEL WIDTH 14 1 PANEL WIDTH PANEL WIDTH '�.�if�•.F(OR
z,S70NAI
Q
— _ Z 1-4p .
q 5
4 5 _ W �Wm
7 8 10 3C^ J
In'U
w
� 1
a
a I 12 Lz. I.z.
i 23
Sz
i
SHUTTERARMS. 2 23 k-11
REFERENCE ARM w
gg SPACING 2 SHEET SEAMS SHALL BE VERTICAL SHUTTER ARMS.REFERENCE ARM =w
SCHEDULE. WITH 2'OVERLAP AT MULLIONS. �z$ w
rn
' - SHEET MAY SPAN ACROSS MORE 1 SPACING {W m 2
I THAN ONE MULLION WITHOUT 2 SCHEDULE. L LL N p
SEAM. t-
�_ � 2728 _ 1 , =wLtj� ECSC
1 1 3 e =��mN�sC,
�l PRODUCI•RP•VISL•D
moomplyingwilhlhDFloridu
DwIdAm lasCode
No
1119 12 I27 /6
HrpinulDD DNo q�e R/Zo Z57. •3sy
Q
QUAD ad
PANEL SHUTTER i1 uct carol 2 DOUBLE PANEL SHUTTER
1 N.T.S. EXTERIOR ELEV 1 N.T.S. EXTERIOR ELEV
GENERAL NOTES pg°H$
Em 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA Q m by
.BUILDING CODE AND THE FOC FIFTH EDITION(2014), IN COMPLIANCE WITH THE HIGH VELOCITY HURRICANE SYSTEM NOTES I 12 55
ZONE,PER TAS 201/202/203. g
2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD 1. FOR INSTALLATIONS WITH STORM BARS,ANY NUMBER OF ARM SPACING
DURATION FACTOR Cd 1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. PANELS MAY BE USED,PROVIDED THAT THE OVERALL SHUTTER 5@
s TABLE
3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED WIDTH DOES NOT EXCEED 112'MAX AND THE PANEL WIDTHS DO @4®
BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. NOT EXCEED 28"MAX. MAX ARM SPACING
4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR 2. FOR INSTALLATIONS WITHOUT STORM BARS,ANY NUMBER OF SHUTTER a
4 SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED PANELS MAY BE USED AND THE SHUTTER MAY BE INSTALLED WITH AN HEIGHT 2-PANEL 3+PANEL 6
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. UNLIMITED OVERALL WIDTH,PROVIDED THAT THE PANEL WIDTHS DO SHUTTERS SHUTTERS •y
S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED NOT EXCEED 28"MAX. 0-48" 56" 56"
LOADS. 11100-illil
6. SHUTTER SIZE SHALL BE RESTRICTED BY THE MAXIMUM DIMENSIONS SHOWN HEREIN. 49"-60" 56' 45" CDWRORBIGNE ERtEss
7. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING: MAXIMUM ALLOWABLE -80.0 PSF 61"-72" 56" 38" 14-1959
FLORIDA SHUTTERS,INC.
VERO BEACH,FLORIDA DESIGN PRESSURES: +80.0 PSF 73°-84" 56° 32" -
MIAMI-DADEPRODUCT CONTROL APPROVED I PACEDESCRIFUON:
B
8, ALL BOLTS WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A 85"-96' 56' 28° s�LE,
MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ALL 3/16°0 OR 1/4"0 POP RIVETS SHALL BE 5REFERENCE DESIGN SCHEDULES HEREIN FOR ADDITIONAL
056-H32 ALUMINUM VALUES IN THIS TABLE ARE BASED
ALLOY OR STRONGER. LIMITATIONS TO ALLOWABLE DESIGN PRESSURES,AS DETERMINED of
ON PRESSURES RESULTING FROM
9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED BY SHUTTER SPAN,STORM BAR CONFIGURATIONS,AND ANCHORAGE. 3-SECOND GUST WIND SPEEDS UP
BUILDING CODE. TO 90 MPH
10. THIS ENGINEERING 15 FOR THE EXCLUSIVE USE OF ITS OWNER,FLORIDA SHUTTERS,INC.IF THIS HAS BEEN
.� SUBMITTED BY ANOTHER COMPANY IT MUST HAVE A NOTARIZED LETTER OF AUTHORIZATION.
K
HINGE ANCHORS PER \`•`, /°�'
ANCHOR SCHEDULE EDGE HINGE AN PER
14 DISTANCE ANCHORSCHEDULE
ANCHOR SCHEDULE:
EMBED. BASE ANGLE ANCHORS: S.p: ,
MAX. w z m • 1/4'-20
4MAX FROM ENDS AND 6.5TO "O.C.MAX ��Op� Nf,.
�¢
w p w •
1/4'E C0 PANELMATES(MALE OR FEMALE): / •�``•�
1ONRY/CONCRETE WITH 7/8'MIN
S
1"MAX FROM ENDS AND 6.6"O.C.MAX
EXISTING EXTERIOR TO MASONRY/CONCRETE WITH 1-1/4"MIN 2,��a a
EMBED,AND 2"MIN EDGE DISTANCE, Z w W
25 14 1 WALL FINISH • 1/4"ELCO PANELMATES(MALE OR FEMALE):
1 EXISTING EXTERIOR 1"MAX FROM ENDS AND 10"O.C.MAX 0 a W z
3 WALL FINISH TO G=0.55 MIN WOOD WITH 1-7/8"MIN 9 w
26 1 THREAD PENETRATION,AND 3/4"MIN EDGE Z N
26 DISTANCE. W Wr
g
2 HINGE ANCHORS: N d m x
r 22 4 5 EXISTING • 1/4"TAPCONS(ITW): c w e
o EXISTING GLAZING 1"MAX FROM ENDS AND 5"O.C.MAX ID p
GLAZING 3 THRU WOOD BUCKS OR DIRECTLY INTO
MASONRY/CONCRETE WITH 1-1/4"MIN
EMBED,AND 2-1/2"MIN EDGE DISTANCE.
4 5 • #12 WOOD SCREWS:
I"MAX FROM ENDS AND 2 MAX
TOG 0.55 MIN WOOD WITH 1,102 MIN
g 7 8 10 THREAD PENETRATION,AND 3/4°MIN EDGE {)
g 1 2 2Y4 MINIMUM DISTANCE. z w
SEPARATION g 9 STORM BAR ANCHORS: 1--t
- ------ --- -- �` FROM GLASS
• 1/4"-20 POWERS CALK-IN ANCHORS TO
/ MASONRY/CONCRETE WITH 7/8"MN EMBED, U)w
/ `\ V7
\ 2-1 2"MINN SPACING,AND 2W MN EDGE ¢
t L DIANCE. (!J N S
$ I 1 • 1/4"ELCO PANELMATES(MALE OR FEMALE) ¢m n qy¢
I i 2W MINIMUM TO MASONRY/CONCRETE WITH 1-1/4"MIN ti N O
SEPAFROMRATION
ASS EDGE
EMBED,
ISTANCE.2'MIN SPACING,AND 2 'MIN = N £
CUC
• 1/4°ELCO PANELMATES(MALE OR FEMALE) g b
TO G=0.55 MIN WOOD WITH 1-7/8"MIN I $m g z
-------•.__-_ _ _ '''��C " . THREAD PENETRATION,1-1/2"MIN SPACING, y�C w
AND 3/4"MIN EDGE DISTANCE. Q o
0 23 6 ~ Q
3a
BASE ANGLE ANCHORS
& 2°LEG PER ANCHOR SCHEDULE ANCHOR NOTES: 0
P 1. ANCHORS SHALL BE INSTALLED IN J -
ACCORDANCE WITH MANUFACTURERS'
9 9 RECOMMENDATIONS.
2. TAPCONS SHALL BE MANUFACTURED BY ITW.
28 "ELCO PANELMATE"ANCHORS FOR USE IN
WALL FINISH
OR FEMALE,HOLLOW BLACK OR WOOD MAY BE MALE
$ 3 11 3. WHERE ANCHORS FASTEN TO NARROW FACE
9 1 — OF STUD FRAMING,ANCHOR SHALL BE LOCATED 11 g �gfle�
EXISTING EXTERIOR CENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4"
1 WALL FINISH EMBED. EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO
8 WOOD FRAMING).
PRODUCL•REVISED 4. WOOD HOST STRUCTURE SHALL BE @
25 as complying�vilh Ufe Florida "SOUTH RN PINE'G=0.550R GREATER DENSITY.
Dullding Cala S. MINIMUM EMBEDMENT SHALL BE AS NOTED Qg
Acceptance No 5-03/ •�� IN ANCHOR SCHEDULE, MINIMUM EMBEDMENT AND e°
'y 7 28 eI Exp' ionDolo Z¢,EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK, I " q
z¢ 3/4"MAX. AND OTHER WALL FINISHES.
Q I EDGE D 6, WHERE EXISTING STRUCTURE IS WOOD
g o TT--DISTANCE M :Dad' uct Contra FRAMING,EXISTING CONDITIONS MAY VARY. FIELD
UATE
WOOD FRAMING VERIFY THAT MEMBERS NERS ARE
NOT INTO PLYWOOD, I tDPrWG:rt01:it1EEWxG tXPPF.ss
3 2. ALTERNATE TRAP MOUNT
_ 7• WOOD BUCKS(BY OTHERS)SHALL BE
MAX 1/2° BASE ANGLE ANCHORS ANCHORED PROPERLY TO TRANSFER LOADS TO THE 14-1959
MIN. PER ANCHOR SCHEDULE Z 6"=1'-0" VERT.SECTION EXISTING STRUCTURE. SCALE, -
SIe. MACHINE SCREWS SHALL HAVE MINIMUM OF I ppDE DESCON-ONS
1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR
EMBED.
2"LEG AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,
OR WAFER HEAD("SIDEWALK BOLT")U.N.O. cr�
1 TYPICAL FACE MOUNT G7
VERT.SECTION
4p�0096599
4 4
65
CD
3/16"POP RIVETS;(1)AT EACH ,p'•, STATE °A a
END&AT MIDDLE OF SPAN TO S}
HOLD TUBE TOHINGE. y9O,�F.FLORI •lc� a
HINGE ANCHORS PER ijfss/ONA ` z&,m.U'. a
/lllllll11111
1P,R;�Im
14 ANCHOR SCHEDULE fT^ ;
3 flu
Z «W
§W$
N O Q
EMBED. EXISTING EXTERIOR W 41 'r W M
---- ---- ------ a� 3
p MAX. o rF WALL FINISH ce a
d W OW.., x
1 lO 2 • 37 �3 -,"
3
2 1 EXISTING EXTERIOR W
WALL FINISH o
3 (1)CLIP AT ()
3/4" EACH CORNER t9
MAX AND MULLION H U
LOCATION 21/2" 21/2°'_41
N
22 2r/i'MINIMUM MIN' 19 =
SEPARATION EMBED. m
FROM GLASS 2°LEG ,'. ra
Q'gym
m #8 SS SMS,(1)AT EACH 7" ! wLf" w
4 I 9 END&AT MIDDLE OF W S U
! SPAN TO HOLD TUBE TO 'O z U
FRAME(SAME AT SIDES) (n 8 c �Z
4 5 1 2 (3)1/4°ELCO PANELMATES(MALE OR FEMALE) Q w 0 C 3-
TO MWI
6063-T6 ALUMINUM TUBE AROUND " AND 2A"SMNN.YRETE EDGECDISTANCETM 1-1/4°MIN.EMBED. I o fEa�,a0
0 1 OPENING PERIMETER;1"x2"x0.062" • OR TO(G=0.55 MIN.)WOOD WITH 1-7/8°MIN.THREAD � ~ a
3 MINIMUM,2"x2°x0.062"MAXIMUM. PENETRATION AND 3/4°MIN.EDGE DISTANCE. a
OF
EXISTING EXTERIOR —1
b 2 WALL FINISH 2 OPTIONAL BASE CLIP
EXTERIOR ELEVNERT SECTION
W Wy
e3
p �y
3/4° 1/2., 4 $
z MAX. MIN. tlggtl
BASE ANGLE ANCHORS PER 11 h {---EMBED. 5
ANCHOR SCHEDULE 6 �
i e
��. PRODUOT1tEV4SED
�6BRid
1 BUILD-OUT WALL MOUNT B�mPlrulswun pie Florida
Dcco r 14-1959
3 6^.1'_0^ VERT SECttON Aeceproei.ce ND - 4 '
Expl p00 Dt�O O '// I SCALE. -
'
BY Z I PAGE DESCRIPTION;
Mi Da a ntrol
... g
S
.. .. „a•"..cnH°r.r�
HINGE ANCHORS PER sav• ..
ANCHOR SCHEDULE
. 14 1/4"-20x2"SS BOLT �/ // 1 - •14110 ''I "
EMBED: THROUGH BAR&INTO / // ALTERNATE SUPP.OR7
�j 1/4'-20 RIVNUT OR // EDGE DISTANCE ARM BRACKET II
MOLLY JACK-NUT / LOCATION.USE OF
EXISTING EXTERIOR THIS ALT TE
c WALL FINISH LOCATION SHALLMAINTAIN 900
b / ARMS SPACED PER // \ WITH SHUTTER.
NGLE q�..
ARM SCHEDULE _ _l 7 ryW IZI�IE;d
1/4"•20 SS THRUBOLT& L ry >VQ�� .4
NUT OR 1/4"0 ALUMINUM 4 W
EXISTING EXTERIOR LOCKING PIN —�- Z Il m Q LL, a
WALL FINISH W Z �xI'41 J as 3
17 J W < WW Nw�3
1 2 ANGLE MAYBE 21 ,p w" y
REMOVED WHEN EMBED.
SHUTTER IS IN
OPEN POSITION 0 /
1/4"-20 THUMB SCREW
WITH SLEEVE I (1)EYs'Y.
V RED HEAD DYNABO O � V
3p SLEEVE ANCHOR PER SUPPORT t
DEG.11CLIP WITH 134"MIN EMBED H w
AND 23'�MIN EDGE DISTANCE u
ALTERNATE OPEN SHUTTER V) N�
2 MOUNT FOR END ARMS ONLY w�N o
M
TWO 1/4"-20
BOLTS INTO BRACKET NOTES 1,MAY OPTION TO FASTEN // 4 6"-V-0" VERT SECTION �+'r j' m O
S / BRACKET TO ANGLE WITH ONE 1/4'-20 S.S. ,
1/4"-20 ALUMINUM // THRU-BOLT IN LIEU OF TO THE SHUTTER FRAME.2.
J RIVNUTS OR BRASS // BRACKET MAY BE PLACED ON VERTICAL FRAME OR o
MOLLY JACK-NUTS // // MULLION MEMBERS WITHIN 6"OF THE SHUTTER // m�v z
BASE EDGE. // 1
EDGE DISTANCE ALTERNATE SUPPORT Q
rc
Ao S LL o
ALTERNATE SUPPORT /> // LORM BRACKET CATION•USE OF
EDGE DISTANCE ARM BRACKET LOCATION. // c fy 4
17 LOCATION SHALL USE 7HALTERNATE EXTERIIOR / \NG LOCATION SHALL S
THIS ALTERNATE
. S / \ U C'
90o ANGLE WALL FINISH MAINTAIN 90 ANGLE O
J..,MAINTAIN
WITH SHUTTER. _ _1WITH SHUTTER. —1ARMS SPACED PERARMS SPACED PER EXISTING / ARM SCHEDULE
LL
ARM SCHEDULE EXTERIOR r
/ WALL FINISH
0x2"SS BOLT ��
THROUGH
5
•..:w�'•• THROUGH BAR& 17 w e
INTO 1/4'-20 RIVNUT
d 1 Y Z a OR MOLLY JACK-NUT 21
w EMBED. g
z EMBED0 1/4"-20 THUMB
, / @g
w SCREW WITH SLEEVE 0 6 e
L 1/4"-20 SS THRUSOLT& tttfff " �
d ANGLE MAY BE 1/4"-20 SS NUT 00.1/4°0 ALUMINUM (1) °RED HEAD DYNABOLT
EREMOVED WHEN THRUBOLT&NUT OR 20 /
SHUTTER IS 1N LOCKING PIN SLEEVE ANCHOR PER SUPPORT
' 1/4"0 ALUMINUM CLIP WITH 134"MIN EMBED
g OPEN POSITION LOCKING PIN 0 THUMB SCREW AND 23'4"MIN EDGE DISTANCE
WITH R
S
WITH SLEEVE � (1)�'e"RED HEAD DYNABOL7 �vYPiGlrtnitlN:FmNOOPP=
SLEEVE ANCHOR PER SUPPORT 3 ALT. OPEN SHUTTER MOUNT 14-1959
CLIP WITH 134"MIN EMBED 6°=1'-0° VERT BECKON 6CAIF�
1/4"-20 55 THRUBOLT&NUT OR AND 2Y4°MIN EDGE DISTANCE 4 PRODUCTREVISED once DESMPT70N•
1/4"0 ALUMINUM LOCKING PIN as complyiu0 wi0i tho Ploridn
DuildingCoda
1
AcccproncoTlo
OPEN SHUTTER MOUNT.
13xp• uooDmo o I ///�'T�
4 g• 1�-p" VERT SECTION Mi ed c1 Con �� I I�-•y
i
—LI
— — -_-....__..-_..... .. _._. .—_ _. ..._......._.._ .._:.... —._..-- .. .-- -....._... CL 6p,
3 6 31
77
EXISTING GLAZING .,D,C� 0 'e r
m z m IW I�11J u s�
��
Lm§W'o
'
i i IIII i 6 wW CoA
i n 31 — ! IIII III 0 L y
IIII III 31 W LU
3 III I I
1'MIN. 2 1"MIN.
SHUTTER WIDTH. ——_ — — III V
NOTE:STORM BARS NOT SHOWN FOR CLARITY 6 1 III 3 2 g
1 TYPICAL FACE MOUNT
5 6'=1'-0" HORIZ SECTION LU
6 ro N
31 3 FRAME CORNER DETAIL ! o
44 5 6"=1'-0" ORTHOGRAPHIC M_w e f
35 II�^,p� z
y v, 0C 7 W
E III' I!I 2
li EXISTING GLAZING I I I f� r
S #8 SS SMS,(1)AT EACH END& #8 SS SMS,(1)AT EACH END&
AT MIDDLE OF SPAN TO HOLDA
AT MIDDLE OF SPAN TO HOLD __— -__ _— 30
TUBE 70 FRAME(TYPICALTUBE TO FRAME(TYPICAL)6063-T6 ALUMINUM TUB6063 76 ALUMINUM TUBEAROUND OPENING PERIAROUND OPENING PERIMETER; �: y s
1"x2"x0.062"MINIMUM, 1"x2'x0.062'MINIMUM, FA
2'X2"x0.062"MAXIMUM. 2"x2"xO.062"MAXIMUM. Ran , g4 MULLION CONNECTIO ��- 6 =1'-0" ELEVATION32 ��f��0 A
1"MIN. 2S 1'MIN. PRODUCPREVISED #� ��H - evcomP'yi"B with The F7oli&
NOTE:STORM BARS NOT SHOWN FOR CLARITY B:TildieBCodo 14-1959
L�xp' ouDuo —63 SCAM
la I P. DESI:RIPSION:
2 BUILD=OUT MOUNT eY z¢
JC
u
6'=V-0" HORIZ SECTION •Contro
� I
..............
0.375'-
0.062"
-P LENGTHAS 'b
0,062"- 0.187• 0.050 10 0 -0.093" REQD
0 . q q
A r4 -0.040' 14
0052. LENGTH-I' CD
0.250" IR -0.125" 4 Ir.ur
bli
11
L ."N
L
}-I.250--j 1.126-4 .1 �-2.000'-----j �--2.000-4
,ON .
FRAME r,-N MULLION FRAME C Z-BLADE /71% HOLLOW BLADE STORM BAR 'A' uVn"8
G
) FRAME CORNER KEY
6063-T6 ALUM. 6061-T6 ALUM. 04 6063-T6 ALUM, UD 6063-T6 ALUM. 6063-TS ALUM. 6061-T6 OR 6005-TS ALUM. a
W
Z
Z
1@uw�
LENGTH 2"@ 12A LENGTH- 2" 13A uj I
-T -T 4•@17B 4-
D 13B Lu
LENGTH ENTIRE ul
LENGTH AS b b -
LENGTH AS WIDTH OF SHUTTER
REQ'D REqD
--CO.250' 0.250" 0 W
_,-0.125 'D W�
-0.125" -6.125" MT'..0:-: -r 4.000'
3.000"
3.000" s.000" i THIS LEG AT WALL
STORM BAR STORM BAR
STORM B N ANGLE CONNECTION ANGLE
6061-T6 OR 6005-TS ALUM STORM BAR 'C' BASE ANGLE (go CONNECTIO 13 13B
r
10 - 0 6063-T5 ALUM. 6063-TS ALUM.
&6�06'1-�T6 OR 6005-TS ALUM. �6.lRll!A.. z
0.068" -1.750- 0.780" 2.375"' 1.000" V)
0�2$
Lu s
LOO6 2,315"-,
8"
RO.412" 0,08 =12=1 LEG AT WALL r
T
0.0620.125" 0
+
00.2®®
00.2S
-1.125'4 062Q 380" • z
0 0. 0.080"
�-2 0
.3817 �w
OPTIONAL BASE ANGLE
0>
104 FEMALE HINGE MALE HINGE "N SUPPORT BRACKET, SUPPORT BRACKET
N inna mix U t Ur ALUM. l'ltrJDUUr REVISED
- &�6063-rMALUUM. @
6061-T6 ALUM. - U r M.63-TRUM. 6063-TS
60 -T6 ALUM. W 00 the numa
ne :E
BILL OF MATERIALS
.049
oe
NO. DESCRIPTION NOTES
6063-T6 ALUMINUM 20 OUTER PORTION OF SHUTTER ARM 6063-T6 ALUMINUM
I SHUTTER FRAMEt'Caib'oT
2 MULLION 6061-T6 ALUMINUM 1.21 1 INNER PORTION OF SHUTTER ARM 6063-T6 ALUMINUM ..........
3 FRAME CAP 6063-T6 ALUMINUM 22. 0.050-THICK ALUMINUM HURRICANE SHEET 3003-K14 ALUM.;MIN SEAM OVERLAPS=r AT MULLIONS I"O.D.SERRATED TUBE
8 4 Z-BLADE 6063-T6 ALUMINUM 23 W STL BOLT OR THREADED ROD W/WING NUT STORM BAR TO SHUTTER MULLIONS
0 5 HOLLOW BLADE 6063-T6 ALUMINUM 24 Y,-MOLLY JACK NUT OR 6061-T6 RIVNUT FOR SETTING OF NO.23 ABOVE INTO MULLIONS ARM
6 L2lx2"x0.093"FRAME CORNER KEY 6063-T5 ALUMINUM;PLACED AT EACH FRAME CORNER 25 1/4-20 S.S.BOLTS&6061-T6 RIVNUTS AT FRAME CORNERS&12"MAX D.C.(SHEETTO SHUTTER) (OUTSIDE) • '112
7 6061-TI OR 6005-TS ALUMINUM 26 l'FROM HINGE ENDS&6'MAX D.C.(TOP HINGE TO SHUTTER) 20 6063-T6ALUM..
L2"XrXY'STORM BAR Nsis2l
316,5052-ALUMINUM POP RIVETS
8 1-3"x2"As"STORM BAR 6061-T1 OR 6005-TS ALUMINUM 27 Me 5052-ALUMINUM POP RIVETS 1"FROM HINGE ENDS&6-MAX O.C.(BASE ANGLE TO SHUTTER)
9
28 1/4-20 S.S.BOLTS&6061-T6 RIVNUTS I-FROM ENDS&12"MAX O.C.(BASE ANGLE TO SHUTTER) 0.049"
10 L5"X2"xYa"STORM BAR 6061-TI OR 6005-T5 ALUMINUM 29A NO.6
X 5/8"S.S.P.H.SMS SECURES Z-BLADE END TO FRAME CAP(2 PER BLADE END)
4
11 L2"x1.5'MINXYgu CONT,BASE ANGLE 6063-T5 ALUMINUM;SECURES SHUTTERS CLOSED 29A NO.8 X Fe-S,S.P.H.SMS SECURES HOLLOW BLADE END TO FRAME CAP(2 PER BLADE END)
'g 12A 0"x2"xK"STORM BAR END CONNECTOR 6063-T5 ALUMINUM;2"LONG;USED WITH-OUT BUILD-OUT 130 NO.a x 3"S.S.F.H.SMS 2 PER MULLION END THROUGH FRAME
12B L3'x2'. -STORM BAR END CONNECTOR 6063-TS ALUMINUM;4'LONG;USED WITH-OUT BUILD-OUT 31 NO.6.04-S.S.F.H.SMS 2 PER FRAME CORNER INTO CORNER KEY
Y47/8'O.D.SERRATED TUBE
13A L4"x2"XY,"STORM BAR END CONNECTOR 6063-TS ALUMINUM;2"LONG;USED WITH BUILD-OUT 32 NO.6x-Y.-S.S.F.H.SMS I PER FRAME CORNER INTO FRAME SCREW BOSS ARM 14-1959
ODaaEss
13B L4"x2"XY4"STORMBAR END CONNECTOR 6063-TS ALUMINUM;2"LONG;USED WITH BUILD-OUT 33 Y4-x3'MlN STL;BOLT W/WING NUT I PER STORM BAR END THROUGH END ANGLES BAR
14 FEMALE TOP HINGE 6061-T6 ALUMINUM;FULL WIDTH OF SHUTTER 34A 1/4-20 RAWL CAULK-IN SEE ANCHOR SCHEDULE (INSIDE) Sa-LE-.
21 PAGE WSCittEll N:
15 MALE TOP HINGE 6061-T6 ALUMINUM;FULL WIDTH OF SHUTTER 345 1/4-20 MALE OR FEMALE PANEL MATE SEE ANCHOR SCHEDULE 6063-T6 ALUM.
16 SHUTTER ARM SUPPORT BRACKET 6063-T6 ALUMINUM;ARM TO SHUTTER BRACKET 35 Ye STL BOLT OR THREADED ROD W/WING NUT ANCHOR STORM BAR ENDS TO WALL ANCHORS
17 SHUTTER ARM SUPPORT BRACKET 6063-T6 ALUMINUM;ARM TO WALL BRACKET 36 1/4r20 STEEL BOLT - - ANCHOR STORM BAR END CLIPS TO WALL ANCHORS
18 37 1/4-20 S.S.BOLTS&6061-T6 RIVNUTS 2 PER BASE CLIP INTO SHUTTER FRAME
19 L2"x1.5"MINXVe BASE ANGLE(7'LONG) 6063=T6 ALUMINUM,(1)AT EA.VERTICAL SHUTTER MEMBER -
...../,... -
... .. _. ...._..__._.....— ._. ._ .__ _.......—.._. _..__ P.E. .
('CENTERLINE - rCENTERLINE rCENTERLINE ('CENTERLINE _O•`l•" b;- Eio
I OP SUPPORT I OF SUPPORT I OF SUPPORT I OF SUPPORTt" �YSHUTTER WIDTH— BAR SPAN BAR SPAN !
- — :9F z
b
x
I_ul � pU.a
to t_u za:=!--
Hai
_-_ —_T S `jX�� LOmO§W o3
_—_SHUTTER WIDTH w Z w W W ti J 3 z
Wm
LU
--- - —�
o z
- zce
yxj ___ m Z 1••"I U
1 N' ,IRS
1/2'-V-0' EXTER ELEV Q
��� (SINGLE SPAN SHUTTER) W N 0004
r
CENTERLINE FOFSU oar 2 ONE BAR 3 TWO BARS D W 3 s
g 1 OF SUPPORT
3 BAR SPAN 9 1/2--V-0- EXTER ELEV 9 1/2°-1'-0" EXTER ELEV =f0 m N z
(TWO SPAN SHUTTER) (THREE SPAN SHUTTER) ul)
TABLE 1:
ALLOWABLE PRESSURE TABLE 0
_ _-- __ _____ _ FOR SINGLE SPAN SHUTTERS LL-
z SHUTTER PRESSURE(PSF) .
2 HEIGHT POS NEG a e
EHUTrER
62° 60.7 Q
PRODUCTITI3VIS8D_. 64' 56.8 66 nsmm 1 wills the Floridauilding CodeZ 66" 53.3 60.4Acceplence No -03 fm68" 50 55.4 &><p- tionDate O 2En w %N 70' 45 50.9 BY\xN�d 72' 40 46.8Talism Dadanet .. R I-- 74" 36 43 9
76" 32 40 z�R
� TABLE 1 NOTES:' �
to d 1. TABLE I SHALL BE USED ONLY FOR SINGLE SPAN 14-1959
SHUTTERS WITHOUT STORM BARS. scALE,
,i 2. DESIGN PRESSURES FOR SINGLE SPAN SHUTTERS Pose oesc.ut•noN.
•SHALL NOT EXCEED THE DESIGN PRESSURES
E INDICATED IN TABLE 1. ov
4
THREE BARS 3. FOR MULTI-SPAN SHUTTERS WITH STORM BARS,
e
1/2'-l'-O' EXTER ELEV REFERENCE TABLE 2. I Rol
(FOUR SPAN SHUTTER)
TABLE 2: STORM BAR DESIGN SECHDULEAo
ALLOWABLE STORM BAR ALLOWABLE ANCHORAGE ALLOWABLE STORM BAR ALLOWABLE ANCHORAGE
SHUTTER SE
eeeppp
DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF)
HUTT� I (ppI 1a3
STORM BAR SPACING CONN.IN CONN.'B'&'C TO
BAR SPACING CONN. CONN.IBI 8,'C
z
'WIDTH STORM BAR'A' STORM BARB' STORM BAR'C WIDTHit S 'A'TORM BAR'A' S70RM BAR'S' STORM BAR"C Z U U W d
2°x2°x0.725° 2°%3'%0.125° 2°%5'x0.125" BLOCK/ BLOCK/ 1 2'x2"x0.125' 2"x3"x0.125' 2"x5"xO.125" WOOD BLOCK/ WAD BLOCK/ UI Q6c z ggq6qqq
WOOD CONCRETE WOOD CONCRETE CONCRETE CONCRETE L In W o
36" UP TO 42' 80 60 BO BO BO 80 62. UP TO 24" 31 80 80 BB 80 34NOm
UP TO 48" 73 80 BO 80 so 80 45 ' UP TO 30" 60 80 55 80 W
g UPTO36" 87 80 80 80 BO 80 52 96° UPT03W 75 BD 45 BB - N q 3 J
4 4r UP TO 427 57 80 80 80 So 80 44 UPTO47" 64 80 39 58 O m epi
UP TO 48' 60 80 80 BO 78 80 30 UP T048' SB BO 34 61
°off
y UP TO So" 58 80 80 80 BO 80 55 UPT024' 80 1 80 04 80 32 ¢
48" UP TO 36" 48 60 80 60 sol 80 45 UP TO 30" 76 8 61 77
03 80 43 84
UP TO 42' 41 80 80 80 78 Bo 39 102" UP TO 3W - -
40 60 30 45
UP TO 48" 38 80 80 80 68 80 34 UP TO 4Y 64 so 38 65
UPTO30" 43 so 60 so 80 60 40 UPT04r - 47 Bo 32 48 -
8 �o UP TO 38" 30 80 80 80 80 60 40 UP TO 24" - '80 80 61 80 30 V
g1 UPT04Y 31 BO 80 80 69. 80 34 UP T030' - - 55 BO 48 73 Z W
pdd UP TO 48' - 72 60 so 61 BD 30 108" ' UP TO 36" 54 80 40 60 ZU
p UP T024° 41 BO 80 80 80 90 65 UP TO 42" - 48 80 34 52 - Ln
UP TO 30,
80 80 80 80 80 44 UP TO
LSf 80" UPT036° 33 73 80 80 73 B0 36 i UP TO 24' - 74 80 68 80 uj
o N
UP TO 4r - 63 80 80 .82 80 31 UPT030" - 50 BO 47 70 (�Q to u.
UP704r 55 80 so 55 80 112" I UP TD 36" - 49 80 39 fib Ir V„�- I1.OU
UP TO 24" 32 BO 60 80 80 80 -50UP TO 42" 42 80
UP T030' 89 80 80 80 BO 40 - - _
UPTO 48" 37 80 44 F
66" UP TO 36' 57 80 60 66 80 33 (n 8
m s z
UPT042" 49 80 80 57 80 TABLE NOTES: LN OR w
a UP To 46" - 43 Bo so 50 74 - 1. TA LE 2 SHALL BE USED ONLY FOR MULTI-SPAN SHUTTERS WITH STORM BARS. 0 L o
0 UP 7o 24' - as 80 Bo 80 so 45 2. DESIGN PRESSURES FOR MULTI-SPAN SHUTTERS SHALL NOT EXCEED THE U
UP TO 3o' 55 80 80 73 BO 36 DEIGN PRESSURES INDICATED IN TABLE 2.
7r UP T03W 45 Bo 80 61 80 30 3. FOR SINGLE SPAN SHUTTERS WITH NO STORM BARS,REFERENCE TABLE 1. O
UP TO 42' 39 80 80 52' 78 J
UP TO 48' 34 80 80 45 88 )L
UP TO 24' 65 80 80 BO 80M33
UP TO 30" 44 80 80 67 8078' UPTO36° 37 80 80 66 80uproar - 3t eo eo 4a 7zUP T048" - - 80 80 42 63
8 UP TO 24" 45 80 80 78 N73
UPTO 3D' - 38 80 80 62 K 6
84° UP TO 36" 30 80 80 52 i ®
PRODUCT REVISED
UP TO 4Y - BO 80 44 - p'•'6 Si;5±o:
UP TO 48" - - Bo Bo 39 �rPbi8 wiB7W5 FIOFIde g
UP TO 24" - 37" 80 80 73 38 ACCC ImIta KO / $$
UPTO30' 30 80 80 68 Expi •m D3W oz,
90" UP TO 36' - - 80 so 48 8y Y@ g$
UPT042' 78 BD 41 '02 QL'A6G d
UP T04B" - 67 BO 38 64 B
COPO80fITE1KSPEIIiPIG WeE59
14-1959
SCALE,
5 i pAGe DESCRIPTION•
� g