HomeMy WebLinkAboutNotice of Acceptance RECEIVED
MIAMI•DADE APR 0.9 2021 MIAMI-DADE COUNTY
a PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND-REGULATORY4ermittktg L'epartment 11865 SW 26 Street,Room 208
AFFAIRS(PERA) St. Lucie Ccurat� _-
BOARD AND CODE ADMINISTRATION DIVISION -Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qoy/economy
Florida Shutters,Inc.
1055 Commerce Avenue
Vero Beach,FL 32960 File C®pY
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 (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 Hinged 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.Bernardo,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&
4 E-5 as well as approval document mentionied.above
The submitted documentation was reviewed by Iielmy A.Makar,P.E.,M.S:-
Expiration Date:
03 / p¢l2 Approval Date:
Page 1
e ,
Florida Shutters,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#00-0411.09
A. DRAWINGS
1. Drawing No. 1000A, 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 P.4-201
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. 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#04-0130.02
A. DRAWINGS
1. Drawing No. 1000A, titled "Impact Colonial Shutters", sheets I 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.
RIHelmy-A.Makar,
Product Control Section Supervisor
....---------- —---------- ---NOA:No:20=Y102:06—--------- -----..
Expiration Date:
Approval Date:
E-1
1
Florida Shutters,Inc.
NOTICE_OF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 409-0121.12
A. DRAWINGS
1. Drawing No. 08 FSH-0001, titled "Impact Aluminum Colonial Shutter '; sheets I
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.
,�. , . �4._ .r :� . .�J �i . . �.a_ :r�a� M,h•.< .�., d., t t Helmy
Product Control Section Supervisor
NOA-No.20=1102�0 -----—- ----
Expiration Date:
Approval Date:
E-2
a
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: 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 Department of Permitting, Environment, and Regulatory
Affairs(PER-4).
E. MATERIAL CERTIFICATIONS
1. None.
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 14-1120.10 _
A. DRAWINGS
1. None.
B. TESTS
L None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
Product Control Section Supervisor
------ -------- ----- - --- - ----------._..._
------
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 I 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 0310612015, 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 I 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 I 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.
Helmy A.Makar,P.E.,NLS
Product ControlSection Supervisor
-- ------------------ ----_...- -------------...-..._..—.._.-----..---.—.. -------------------------...._.--------- --NOA-No:20=1102:06- ---------------
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 Frank L. Bennardo, P.E.
10. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. 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.
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 Frank L. Bennardo, P.E., on 10120120.
.:,...:.,.Y.»t�.a- :....,,:a..:.:a�,cd,.-,�,:......z:..,,:.w.: v;.:.e...<-..*e:=.ya•.:,,.:. ay..<:._.-. ..:w. :-;. ,.cc—...n.<-,..::..a.a..,.,:..;>rn_<,s.•a-......::..n.z.r�- ...»,.._.v.�;Helllly ,-_
A� -�Makar,,P, E.,,M.S.,
Product Control Section Supervisor
---- ----- ------- - - -=- -- - --— ---- - -- --- --- - - - - - - -- .--NUA-No.204102:06------- -- --- - -
.Expiration Date:
Approval Date:
E-5
s
i .
r
IMPACT ALUMINUM COLONIAL SHUTTER "'"'6549,•Lf B�//-
FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
112'MAX. 56,MAX. • \Lu-
4 .. SHUTTER WIDTH SHUTTER WIDTH fl '•, ffD n
b 28'MAX. 28'MAX. 28'MAX. 28'MAX. 28'MAX. 28'MAX. STATEI �; 'S�
L PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH ///\s •�OR4D.Iu
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F 4 ANY PANEL(TYP.) 2 A
1QUAD PANEL SHUTTER L`
GENERAL NOTES z DOUBLE PANEL SHUTTER
1 N.T.S. EXTERIOR ELEV'
EXTERIOR ELEV
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED 1N ACCORDANCE WITH THE 10-DA BUILDING SYSTEM NOTES a a a
CODE SEVENTH EDITION(2020),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202 `o c a S S'a
/203, 1 W, 1. SINGLE&TRIPLE PANEL SHUTTERS ARE ALSO APPROVED CONFIGURATIONS. SINGLE PANEL SHUTTERS SHALL •`
2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED!N THE DESIGN OFTHIS SYSTEM. WIND LOAD COMPLY WITH THE DOUBLE PANEL SHUTTER REQUIREMENTS&THE TRIPLE PANEL SHUTTERS SHALL COMPLY WITH THE W
DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. d 4
3. POSITIVEAND 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
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 a St 2
E CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT REQUIREMENTS AND LIMITATIONS.
SHALL PREPARE¢ITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT.
S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED ws g
Lonos. R. MAXIMUM ALLOWABLE —80.0 PSFb
6. ALL[JITRUSlONS SHALL BE 6063•TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. 6
$ 7. SHUTTERI,WlDTH SHALL BE RESTRICTED BY THE MAXIMUM DIMENSIONS SHOWN HEREIN.MAX SHUTTER HEIGHT MAY hum
IXCEED (UPYO 144'MAX)PROVIDED THATTHE MINIMUM STORM BAR SPACING INDICTATED HEREIN IS NOT EXCEEDED DESIGN PRESSURES• +80.0 PSF
I3
AND THE OPRONAL'TONGUE AND GROOVE BLADE'IS NOT UTILIZED(PART r32). i R R R 8
B. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED ON THE BOTTOM,PLACED ON THE BACK OF THE REFERENCE DESIGN SCHEDULES HEREIN FOR AODTRONAL [oPrRitxTExteEOuao rssREss
SHUTTE0.WITH A'MWIMUM OF THE FOLLOWING INFORMATION:
FLORIDA SHUTTERS,INC. LIMITATIONS TO ALLOWABLE DESIGN PRESSURES,AS DETERMINED 20-28463'
BY SHUTTER SPAN,STORM BAR CONFIGURATIONS,AND ANCHORAGE.
VEROjBEACH,FLORIDA PAOE[DESCRTPTTONv
a I TAS 201,202,203
MIAMI•DADE NOA NUMBER
9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM VISIT ECALC.10/28463
TENSILE YIELD STRENGTH OF 60 KSI.ALL 3/16.0 OR 1/4.0 POP RIVETS SHALL BE 5052 ALUMINUM ALLOY OR STRONGER ■ ■ w
10.ALL STEEL.IN CONTACT'WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED 1N THE ABOVE-NOTED FORSITESPECIMDEVUT)ONS
„ BUILDINGCODE: &MORENFORWTIONADOWTNl9 DOCUMENT
11,THIS ENGINEERING IS FOR THE EXCLUSIVE USE OF ITS OWNER,FLORIDA SHUTTERS,INC.IF THIS HAS BEEN- ORSCANTHSORCODE I JT
a SUBMITTED BY ANOTHER COMPANY IT MUST HAVE A NOTARIZED LETTER OF AUTHORIZATION. VISIrENOANEERNOExPREss.coursTORE tiul
q5 FOR ADDMONAL 4&REPORTRLpEiOORCES
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————
RAGE DESCRIPTION, '
(NOTE:WALL HINGE NOT SHOWN FOR CLARITY.)
NOTE:ONLY ONE STORM BAR SHOWN FOR CLARITY
i ALT. VERTICAL SECTION 3 FRAME CORNER DETAIL de
1 iTYPICAL VERTICAL SECTION lA WITH HOLLOW BLADE
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z CONNECTION TYPE 'A' 3 CONNECTION TYPE 'B' 4 CONNECTION SECTION �s�CONNECTION DETAIL
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CONNECTION ANGLE CONNECTION ANGLE HINGE PIN PANEL HINGE GROOVE BLADE WALL CLIP
g 1L 1LD 60620TSAIUH. 13 13B 6D63•TsawM. �-6 6063-TSALUM, ,'7 606345ALUM. 32 6063•TSAW14. Z 3 NYLON OR60637SALUM,
R i BILL. FMATER ALS u tl Q.�-' s ,
j $ No. CESCRIPTIOH HO7E9 NO. DESCRIPTION NOTES L7
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- •i 1 SHUTIERFRALHZ 6013.T0 ALUMINUM 17 SHUTTERPANELHMGE 60c776µUMINUM.r LONG PIANO HINGE � €
2 FRAMECAP C00776 ALUMINUM 11 o.6S0'THIORALUUINUTAHURR+CANESNEET 3003•1114 µUMINUM•CUTTO FRAMESUE _V t pyCqi5i
II S ZBLADE ALUMINUM 19 11PTHRUBOLTORTHREADEDRODWINIHGHUT HOTRE071ATSIHGLEBMSHUttERS G& TY3E
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4 HOLLOWBLADE 606}TO ALUMINUM 2O 11l•MOLLY JACICRUTOR606416RNHUT FORHURRICANECUPB0LTS 6.STORMiLMTNRUBOLTS
w� E. BA WALLHWCETYPE7 - c00475ALUMINUM,USED VMW SINGLE PANELS 21 L16•S052µ001HUM POPRIMS POSRIONSATFRAME CORNERS i 6.11AX O.C.
C3 SS WALLHINGETYPE2 6004T6µULUNUM,USED WTH DOUBLE HINGED PANELS .22 I6dfD'SSSMSSCREW9 cPERPIAHOHINCE PERL •ODucrIUM•V1SED _ 6
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� SCIHOE5•T6µUMINUM•FM•TENSTOSHUTTERFRAME 23 Sh576.353DSSCREYVS 4PERWALLHIHCEINTOSHUTMRFRAME Conp1jinsuidhlheFLOrial 2'faY4DV3•FLWJE CORNERNEY D063•TSALUMINUM•PLACEOAT EACH FRAME CORNER 2t 11ikY STEEL00LTORWNGSOLT APERIIURIUMECUPIHTOSHUTTFARNNUTS L3ldigg CLdeflF11
7 YAYtO•STON118AR c001•T6 ORBOOS.TSAWMINUIA SSA IDtSM55 P.II.SuS SECURESZO ADEENDTO FRAUE GP PER BLAOEEND ea'1zsli��� g4
Nj2]OXUr3TORMBAR c061.T60R600S•TSµUMINUM 230 teaSlD•SS PJISUS HOLLOWOLADE EHDTO FRAME CAP PER BLADE END L ¢ RL 9 HOT USED 20A NOTUSEO OPRpSOpi3mOr0praRta
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tij
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37 �f. 12A 2')OY1N•STDR48AfLFJ1000HHECfOR 6067•i5µU1JIHUM,2'LONG 21 eSz,MSS F.H.5Li5 1PERFMUECORHEROROFMMESCREW8p55 '`TJILEL
v0 VIDVA•STORMBAR ENOCOHNECTOR c0D374ALUMIxUM,�• . 29 tI4k3•MIH60LTYJNINGNUT 1PER BTORMBAR ENDlNROUGH EHDANGl.ES3BM •ac nasemt+noN.
C 2`La 12A 2kPidN•STCRU RAR END CONNECTOR 60e3•TSµUWNUM,r LONG SDA NOTUSED .
L L 13B 7a4VA'STORMBMENDCONNECTOR e063TSALUNNUM.4•LONG SOB NOTUSEO y y
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BAR SPAN BAR SPAN BAR SPAN =*��v777 =
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BAR SPAN TABLE 1: SINGLE STORM BAR ANCHOR SCHEDULE: ANCHOR NOTES: �'
ce I� WALL CLIP ANCHORS: x E
SHUTTER DESIGN SCHEDULE . (2)1/4'CARBON STEEL TAPCONS(1TW) 1. ANCHORS SHALL BE INSTALLED IN 0
ACCORDANCE WITH MANUFACTURERS'
w z L THRU WOOD BUCKS OR DIRC{TLY INTO —)
I= MASONRY/CONCRETE WITH 1-1/4•MIN RECOMMENDATIONS. LL
T� T ALLOWABLE DESIGN 2. TAPCONS SHALL BE MANUFACTURED
II, I SHUTTER p� �pS EMBED,DISTANCE.
MIN SPACING,AND 1•MIN
� ( FL BY 17W. DEWALT PANELMATE'ANCHORS
W HEIGHT EDGE DISTANCE.
CI� POSITIVE NEGATIVE • W i12 WOOD SCREWS TO READ MIN FOR OD MAY BSE IN E MALE CONCRETE,HOLLOW BLOCK
BLOCK OR
x F UP TO 61• 80A psi BOA psi WOOD WITH 1-1/2'MIN THREAD 3• WHERE ANCHORS FASTEN TO k' a a a
a x' To 76.1 7GA psi PENETRATION AND 3/4'MIN EDGE <e^ ;I
\= m 58• p DISTANCE. - NARROW FACPOFSTUD FRAMING,ANCHOR a T:a S'a,chi
Sr 71.0 Psi 713P1S SHALL BE LOCATED IN CENTER OF NOMINAL
9 ^;. •• 2x(MIN)WOOD STUD(i.e.3/4'EDGE @ L
BB- 663 ps1 64.3 ps1 HINGE ANCHORS:
y I 62• 82.1 psT 56.3 psl • 1/4'CARBON STEEL TAPCONS(ITW)THRU y70�OD FRAMING)
FOR ANCHORS TO u d R' —1s n
ae a WOOD BUCKS OR DIRECTLY INTO )• :Y
µwC+I Be 5a3 p� If p� MASONRY/CONCRETE WITH 1-1/41 MIN 4. WOOD HOST STRUCTURE SHALL BE c
' S T SHUTTER WIDTH FL �- 50.6 4B3 ps1 'SOUTHERN PINE'G=O.SS OR GREATER
c I g psi EMBED,2-MIN SPACING,AND 2-3/2'MIN ggy $
.y . ul BB' 51.6 Pd 442 Psi EDGE DISTANCE. DES• MINIMUM EMBEDMENT SHALL SEAS Y4
v x q7•B qps pst • S12 WOOD SCREWS TO'G-0.55 MIN
70' WOOD WITH 1-1/2'MIN THREAD NOTED IN ANCHOR SCHEDULE. MINIMUM - '• �8
1 72• a2.4 psi 372041 STUCCO,FOAM,
AND EDGE DISTANCEWALLEXCLUDES •
i —y- 7q• 30.0 psi 343 psi PENETRATION,DISTANCE.
MIN SPACING,AND STUCCO,FOAM,BRICK,AND OTHER WALL Y 8
3/4'MIN EDGE DISTANCE. FINISHES.
W NOTE: STORM BAR ANCHORS: 6. WHERE WOOD FRAM NG IS STI STRUCTUREING D ONS R R R
•Y 1. MINIMUM SEPARATION FROM GLASS FOR ALL 1/4'-20 DEWALT CALK-IN ANCHORS TO MAY VARY. FIELD V ISTING CO DITFASIONERS fXP1pNI1D[ai71LNGE>7RF35
x O S SHUTTER CONFIGURATIONS SHALL BE 31 MIN. MASONRY/OONCRETE WITH 7/8-MIN ARE INTO. FIELD
VE WOOD FRAMING
,Rlw 2. MAXIMUM BAR SPAN AS DENOTED HEREIN SHALL NOT EMBED,2-1/2'MIN SPACING,AND 3'MIN
BE MORE THAN 10'LONGER THAN SHUTTER WIDTH. EDGE DISTANCE. MEMBERS,NOT INTO PLYWOOD. 2O-2S4E)3
3. TABLE 1 SHALL ONLY BEUSED FOR SINGLE STORM • 1/4'DEWALT PANELMATES(MALE OR 7• WOOD BUCKS(BY OTHERS)SHALL BE PAGA
-�= —�- BAR SHUTTERS WITH 74'MAX HEIGHT.SINGLE )TO MASONRY/CONCRETE WITH. ANCHORED PROPERLY TO TRANSFER LOADS
FEMALE PAGE OES[RSPRONt
1-1/4'MIEMBED,2-1/2'MIN SPACING, TO THE EXISTING STRUCTURE.
Fs STORM BAR SHUTTERS MAY HAVE 1,2,3,OR 4 8. MACHINE SCREWS SHALL HAVE
w m� PANELS AND 3'MINN EDGE DISTANCE MINIMUM OF 1/2•ENGAGEMENT OF THREADS or
• 1/4'DEWALT PANELMATES(MALE OR
= 4. REFERENCE STORM BAR DESIGN SCHEDULES FOR IN BASE ANCHOR AND MAY HAVE EITHER A
FEMALE)TO G=0.55 MIN WOOD WITH I�
�-" •• ADDITIONAL LIMITATIONS TO DESIGN PRESSURES AS 1-7/8'MIN THREAD PENETRATION,1-1/2' p�H��TRUSS HEAD,OR WAFER HEAD ^
C I FOUR BARS CGOVERNED BY ONNECTIONS. BARS AND STORM BAR MIN SPAONG,AND 3/4'MIN EDGE ('SIDEWALK BOLT-)U.N.O.
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