HomeMy WebLinkAboutNotice of Acceptance , CONTRACTOR COPY RECEIVED
MIAMI•DADE APR 0.9 2021
MIAMI-DADE COUNTY
e mm f�*rmltti�,)g NpartmeXRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORVt. Lucie-Ounrt/ 11805 SW 26 Street,Room 208
AFFAIRS(PERA)
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Florida Shutters,Inc.
1055 Commerce Avenue
Vero Beach,FL 32960 �)16q —0.2 7' U�7
SCOPE: ®Ei C1 G tl C .
This NOA is being issued under the applicable rules and regulations govemmg 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 (In 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 quality 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"Aluminum Binged Colonial Shutter ,
APPROVAL DOCUMENT: Drawing No.20-28463,titled"Impact Aluminum Colonial Shutter",sheets 1
through 8 of 8,prepared by Engineering Express,last revision dated October 19,2020,signed and sealed by Frank
L.Bennardo,P.E.,on October 19,2020,bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and the 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 permanent 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 automatically 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#19-1218.01 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,E-4&
E-5 as well as a proval document mentioned.above.
The submitted documentation was reviewed by Relmy A.Makar,P.E.,M.S:
— - -- — --— -- - - ---------- NOANo:20=II02.0-G------- —-—
------ - --�•-- ------------------ Expiration Date:
03 l o L�l Z f Approval Date:
Page 1
Irr
Florida Shatters,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#00-0411.09
A. DRAWINGS
1. Drawing No. IOOOA, titled "Impact Colonial Shutter ",prepared by W W. Schaefer
Engineering& Consulting, P.A., dated January 10, 2001, sheets I through 7 of 7,
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 test per PA-202, of colonial shutters,
prepared by Hurricane Test Laboratory Inc., Report No. 0205-1201-99, dated March
23, 2000, signed and sealed by Vinu J.Abraham, P.E.
C. CALCULATIONS
1. Anchor analysis and calculations dated 12124199, Pages I to 15,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. DAM-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#04-0130.02
A. DRAWINGS
1. Drawing No. IOOOA, titled "Impact Colonial Shutters", sheets 1 through 7 of 7,
prepared by W W. Schaefer Engineering& Consulting, P.A., dated January 10, 2001,
signed and sealed by Warren W. Schaefer, P.E. on March 18,.2004.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
He1my_AsMakar:XXi M.S_: . -
Product Control Section Supervisor
-NOA No.-20=Y102:0- �------- ------
Expiration Date:
Approval Date:
E-1
1
i
Florida Shutters,Inc.
NOTICE DF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0121.12
A. DRAWINGS
1. Drawing No. 08-FSH-0001, titled "Impact Aluminum Colonial Shutter '. sheets 1
through 7 of 7,prepared by Engineering Express, dated November 21, 2008, signed
and sealed by Frank L. Bennardo, P.E., on March 10, 2009.
B. TESTS
1. None
.
C. CALCULATIONS
1. Anchor analysis and calculations dated 0212012009, Pages 1 through 21 of 21,
prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., on
0212012009.
D. QUALITY ASSURANCE
1. By Miami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 10-0209.14
A. DRAWINGS
1. None.
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 test per PA-202, of colonial 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. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
_ Helmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
- - -— -- -- ---------- ----- - - --- ------- --..- - - - ..-NOA No.20=1102:06------- - --
Expiration Date:
Approval Date:
E-2
Florida Shutters,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 11-1128.06
A. - DRAWINGS
1. Drawing No. 08-FSH-0001, titled "Impact Aluminum Colonial Shutter ". sheets 1
through 8 of 8,prepared by Engineering Express, dated October 10, 2011, signed and
sealed by Frank L. Bennardo, P.E., on October 11, 2011.
B. TESTS
1. 1. Test Report on: ])Large Missile Impact Test,per PA-201
2) Cyclic Wind Pressure Test,per PA-203 and
3) Uniform Static Air Pressure test per PA-202, of colonial shutters,
prepared by Hurricane Test Laboratory Inc., Report No. 02.18-0203-09, dated July 01,
2009, signed and sealed by Vinu J. Abraham, P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Permitting, Environment, and Regulatory
Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. None.
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 14-1120.10
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.
E. MATERIAL CERTIFICATIONS
1. None.
_Helmy A.,Makar,,.P.E.,,M.S.,
Product Control Section Supervisor
------.----------- --NOA-No-20=1102:0 ---- ------ - -
Expiration Date:
Approval Date:
E-3
Florida Shutters,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#15-0316.10
A. DRAWINGS
1. Drawing No. 14-1960, titled "Impact Aluminum Colonial Shutter ", sheets 1 through 8
of 8,prepared by Engineering Express, last revision dated October 28, 2014, signed
and sealed by Frank L. Bennardo, P.E., on October 28, 2014.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Florida Building Code, 2014 Edition, compliance letter, dated.03106/2015, issued by
Engineering Express, signed and sealed by Frank L. Bennardo, P.E.
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#18-0110.01
A. DRAWINGS
1. Drawing No. 14-1960, titled "Impact Aluminum Colonial Shutter '; sheets 1 through 8
of 8,prepared by Engineering Express, last revision dated Dec. 28, 2017, signed and
sealed by Frank L. Bennardo, P.E., on December 29, 2017.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor analysis and calculations dated 01103118, Pages 1 through 19 of 19,prepared
by Engineering Express, signed and sealed by Frank L. Bennardo, P.E.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. FBC, 2017 Edition, compliance letter, dated 12129117, issued by Engineering Express,
signed and sealed by Frank L:Bennardo, P.E.
Helmv A.Makar,P.E.,ns.
Product Control Section Supervisor
- - - -- ----- -- ----- -- --- -—- ---- ---- ---------— —- - --- - --N0:4 No:204102:06- ---- --- --
Expiration Date:
Approval Date:
E-4
Florida Shutters,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 19-1218.01
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.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. FBC, 2017 Edition, compliance letter, dated 12106119, issued by Engineering Express,
signed and sealed by FrankL. Bennardo, P.E.
10. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 20-28463, titled "Impact Aluminum Colonial Shutter", sheets I through 8
of 8,prepared by Engineering Express, last revision dated October 19, 2020, signed
and sealed by FrankL. Bennardo, P.E., on October 19, 2020.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY-ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. FBC, 2020 Edition, compliance letter, dated 10119120, issued by Engineering Express,
signed and sealed by FrankL. Bennardo, P.E., on 10120120.
Helmy A.Makar,P.E. M.S.
Product Control Section Supervisor
---- ---- ----- -- --- - -- ----- -- - - --- --- ---- --- -- -----N0A-No.-20=1102:06------ -- ---- --
Expiration Date:
Approval Date:
E-5
I -
i
' i LLLll lull/// -
IMPACT ALUMINUM COLONIAL SHUTTER6549,.70F'af,,�
FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) - i�IIy!yt9�22*
112'MAX. 56'MAX.
SHUTTER WIDTH SHUTTER WIDTH •� •, E
I 28'MAX. 28'MAX. a• •C
28'MAX. 28'MAX. 28'MAX. 28'MAX.
PANEL WIDTH PANEL WIDTH 1TI PANELWIDTHT1I PANEL WIDTH PANELWIDTHt PANEL WIDTH ���R�Cs •.n�Rl U.
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i UAD PANEL SHUTTER u-
FA N.T.S. EXTERIOR Z DOUBLE PANEL SHUTTER
g GENERAL NOTES 1 1 N.T.S. EXTERIOR ELEV
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING SYSTEM NOTES to a
CODE SEVENTH EDITION(2020),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202
1. SINGLE&TRIPLE PANEL SHUTTERS ARE ALSO APPROVED CONFIGURATIONS. SINGLE PANEL SHUTTERS SHALL
y /22. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD COMPLY WITH THE DOUBLE PANEL SHUTTER REQUIREMENTS&THE TRIPLE PANEL SHUTTERS SHALL COMPLY WITH THE m b
D DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. K b ?
3. POSITIVE!AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY QUAD PANEL SHUTTER REQUIREMENTS.
OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 2. THE NUMBER OF STORM BARS REQUIRED FOR USE WITH THIS SYSTEM VARIES,DEPENDING ON REQUIRED SIZES HIM
4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE AND DESIGN PRESSURES.SEE ELEVATIONS AND DESIGN SCHEDULES HEREIN FOR MINIMUM STORM BAR o s)S!z m u
CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT REQUIREMENTS AND LIMITATIONS.
E SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. n� •�1 $
LOADS PE�MIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED
6. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. MAXIMUM ALLOWABLE -80,0 PSF '6 il
7. SHUTTERkMIDTH SHALL BE RESTRICTED BY THE MAXIMUM DIMENSIONS SHOWN HEREIN.MAX SHUTTER HEIGHT MAY
EXCEED 96'(UP(TO 144"MAX)PROVIDED THATTHE MINIMUM STORM BAR SPACING INDICTATED HEREIN IS NOT EXCEEDED DESIGN PRESSURES: +80 a�
.0 PSF
AND THE OPTIONAL'TONGUE AND GROOVE BLADE'IS NOT UTILIZED(PART*32). a `a iz
S. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED ON THE BOTTOM,PLACED ON THE BACK OF THE REFERENCE DESIGN SCHEDULES HEREIN FOR ADDITIONAL EGPrRKrOFTmEEDuwEnnEa
SHUTTER WITH A MINIMUM OF THE FOLLOWING INFORMATION:
i FLORIDA SHUTTERS,INC. LIMITATIONS TO ALLOWABLE DESIGN PRESSURES,AS DETERMINED 20-28463
' VER0'8EACH,FLORIDA BY SHUTTER SPAN,STORM BAR CONFIGURATIONS,AND ANCHORAGE.
TASSGLH
3 i
MIAMI-DADE NOA NUMBER PAGEDESCRPON:
9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM VISIT ECALC.10128463
TENSILE YIELD STRENGTH OF 60 KSI.ALL 3/16.0 OR 1/4.0 POP RIVETS SHALL BE 5052 ALUMINUM ALLOY OR STRONGER. w w
10.ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED FOR SITE SPECIRO DEVIATIONS
BUILDING CODE, 6NORENFORVATIONABOt"I"S DOCUNENT
11.THIS ENGINEERING IS FOR THE EXCLUSIVE USE OF ITS OWNER,FLORIDA SHUTTERS,INC.IF THIS HAS BEEN ORSCANTIDSORCODE J7
r SUBMITTED BY ANOTHER COMPANY IT MUST HAVE A NOTARIZED LETTER OF AUTHORIZATION. TRSITENGINEERWGEXPRESS.COWSTORE LLJII
P FORAOm1101ULPL %RVOM RESOURCES
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MINIMUM ANCHOR
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24 �'�` 212 6'-110' HORIZ.SECTION
.: 1 20-28463
11 1E—?
PAGE OESCRIPTI°Nt
(NOTE:WALL HINGE NOT SHOWN FOR CLARITY.)
NOTE:ONLY ONE STORM BAR SHOWN FOR CLARITY ALT. VERTICAL SECTION
a FRAME CORNER DETAIL
1 .TYPICAL VERTICAL SECTION lA WITH HOLLOW BLADE �1
6'=1'-0' ORTHOGRAPHIC
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DISTANCE I ��NG EXTERI00. 28-MAX.PANEL WIDTH,TYP. DISTANCE EMBED. ���
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8 ANCHOR�SPACING 2. FRAMES IS NOT R J
e PER ANCHOR SCHEDULE 4. ITYPIMCAL EQUIRED AT SINGLE BAR SHUTTERS.
i STORM BAR STORM BAR STORM BAR STORM BAR TO FRAME
�1 CONNECTION TYPE 'A' s CONNECTION TYPE 'B' 4 CONNECTION SECTION 0 CONNECTION DETAIL
1 3 2--lI-0- EXTERIOR ELEV 3 2-=1'-0' EXTERIOR ELEV 3 2'-1'-0' VERT SECTION 3 6'=1'-0' VERT SECTIONEDGE
• � i ocaSSa���
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SCHEDULE SCHEDULE
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3 EMBED. EMBED.
i3 SHUTTER • 3 R R YY
coprF NT EGPEDINa ESPF55
3/4 38 EXISTING EXTERIOR EXISTING EXTERIOR 20-28463
ANCHOR SPACING WALL FINISH BY OTHERS WALL FINISH BY OTHERS SCALE: -
PERANCHOR SPACING
SCHEDULE SHUTTER BEYOND SHUTTER BEYOND PAGE DESCRIPTION:
STORM BAR STORM BAR ALT. STORM BAR
6 CONNECTION TYPE 'C' CONNECTION SECTION s CONNECTION SECTION
s i
C i 3 2-.11-0' EXTERIOR ELEV 3 2'=1'-0- VERT SECT70N 3 2' 1'-0' VERT SECTION
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2 lNOTE MAX SHUTrER HEIGHT WITH 3 2 5 6 �LkRR
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Z3 SHALL NOT EXCEED 96'OVERALL. 20-28463
I 3 TYP3CAL -
S -SHUTTER WIDTH
pAGE OESCGIETION:
ALT. HORIZONTAL SECTION
2 WITH TONGUE AND GROOVE BLADES I ��
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TABLE 1: SINGLE STORM BAR ANCHOR SCHEDULE: ANCHOR NOTES: 9
SHUTTER DESIGN SCHEDULE WALL CLIP ANCHORS: 1. ANCHORS SHALL BE INSTALLED IN p �
(2)1/4•CARBON STEEL TAPCONS(RW)
Gi f THRU WOOD BUCKS OR DIRECTLY]NTO ACCORDANCE WITH MANUFACTURERS' ._I
Ix MASONRY/CONCRETE WITH 1-1/4'MIN RECOMMENDATIONS. LL
SHUTTER ALLOWABLE DESIGN EMBED,1-1/2'MIN SPACING,AND 1'MIN 2. TAPCONS SHALL BE MANUFACTURED
PRESSURE(PSt) BY ITW. 'DEWALT PANELMATE'ANCHORS
HEIGHT EDGE DISTANCE. FOR USE IN CONCRETE,HOLLOW BLOCK OR
POSITIVE NEGATIVE • (1)I12 WOOD SCREWS TO G=0.55 MIN WOOD MAY BE MALE OR FEMALE. aa
_ f UPT064' SOD psi eD.opsl WOOD WITH 1-1/2'MIN THREAD 3. WHERE ANCHORS FASTEN TO °' a a`:a y
u: PENETRATION AND 3/4'MIN EDGE
alx n 55' 76.1 psi 76.1 psi DISTANCE, NARROW FACE OF STUD FRAMING,ANCHOR c e a� a�� C
55• 71.0 psi71.0 ps SHALL BE LOCATED IN CENTER OF NOMINAL
b:(MIN)WOOD STUD(i.e.3/4'EDGE @ ww b
60- eea psl 6aa psi HINGE ANCHORS: DISTANCE IS ACCEPTABLE FOR ANCHORS TO u d�K c i b Yq
51 583 psi 56.0 psi si WO CARBONSTEELRECTLY I TO THRU WOOD FRAMING). a 8r3
µ�w WOOD BUCKS OR DIRECTLY INTO � tl
S SHUTTER WIDTH 66, 54 8 Dsi 46a Dsi DENSTTYERN PINE'G--�OR55 OR GREATERBE o
Jsi MASONRY/CONCRETE WITH 1-1/4'M1N �i
IO EMBED,2-MIN SPACING,AND 2-1/2'MIN
x 51.6 psl 442 psl EDGE DISTANCE. 6
u:67 ;p 'v� �� S. MINIMUM EMBEDMENT SHALL BE AS $48
NOTED IN ANCHOR SCHEDULE. MINIMUM i 6
S Qx m �x 7p• 47.5 Psi 40.5 psi • WOOD WITH I#12 WOOD CREWSMIN THREAD TO G-0.55 MIN g
7y 114 psi 311 psf PENETRATION,1-1/2'MIN SPACING,AND EMBEDMENT AND EDGE DISTANCE EXCLUDES QQ
3 74• 3B.0 psl 34a pN 3/4•MIN EDGE DISTANCE. FINISHES.NSTUCCO, BRICK,AND OTHER WALL ter, B„$�
3 ¢µ� NOTE: STORM BAR ANCHORS: 6. WHERE EXISTING STRUCTURE IS =p p11 €3 'xY
C 1. MINIMUM SEPARATION FROM GLASS FOR ALL 1/4'-20 DEWALT CALK-IN ANCHORS TO WOOD FRAMING,EXISTING CONDITIONS e R R R 14
77 t0 f SHUTTER CONFIGURATIONS SHALL BE 3'MIN. MASONRY/CONCRETE WITH 7/B-MIN MAY VARY. FIELD VERIFYTHAT FASTENERS DOPTROff DIG9flI=EnM
2: MAXIMUM BAR SPAN AS DENOTED HEREIN SHALL NOT EMBED,2-1/2•MIN SPACING,AND 3'MIN ARE INTO ADEQUATE WOOD FRAMING
sIx m BE MORE THAN 10'LONGER THAN SHUTTER WIDTH. EDGE DISTANCE. MEMBERS,NOTINTO PLYWOOD. 20-28463
3. TABLE 1 SHALL ONLY BE USED FOR SINGLE STORM • 1/4'DEWALT PANELMATES(MALE OR 7• WOOD BUCKS(BY OTHERS)SHALL BE SC u
FEMALE TO MASONRY/CONCRETE WITH- TO THE EXISTING STRUCTURE.TRANSFERANCHORED PROPERLY TO LOADS
-�--'— BAR SHUTTERS WITH 74'MAX HEIGHT.SINGLE ) PAGE DESCRIPTI10M
sF STORM BAR SHUTTERS MAY HAVE 1,2,3,OR 4 1-1/4'MIN EMBED,2-1/2'MIN SPACING,
m S. MACHINE SCREWS SHALT HAVE
t7 1. w AND 3'MIN EDGE DISTANCE.
PANELS' • 1/4'DEWALT PANELMATES(MALE OR MINIMUM OF OR ENGAGEMENT OF THREADS or
x 4. REFERENCE STORM BAR DESIGN SCHEDULES FOR FEMALE)TO G=0.55 MIN WOOD WITH IN BASE ANCHOR AND MAY HAVE EITHER A
GVERNEDADDITIONAL STORM
LIMITATIONS TO DESIGN PRESSURES AS PAN HEAD,TRUSS HEAD,OR WAFER HEAD
— GOVERNED BY STORM BARS AND STORM BAR MIN S MIN THREAD PENETRATION,1-1/2° (•SIDEWALK BOLT)U.N.O.
FOUR BARS CONNECTIONS. MIN SPACING,AND 3/4'MIN EDGE
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REMARKS DRWN CNIm GATE
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