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FL# FL13434-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft. Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
Technical Representative Thomas B. Johnston
Address/Phone/Email 400 west McNab Rd.
Ft. Lauderdale, FL 33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Bahama
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO, P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL13434 R6 COI Indep.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2006
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
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2/7/2018 Florida Building Code Online
FL13434 R6 Eauiv Eauiv.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated 08/11/2017
Date Pending FBC Approval 08/15/2017
Date Approved 10/10/2017
Summary of Products
FL ii Model, Number or Name Description
13434.1 I Fullview Bahama Shutter Impact Bahama Shutter Approved for Use Within&Outside the j
I HVHZ i
_._._.....------- ___.._.................._......._..........._.__._.____._........_.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13434 R6 II Dwg.odf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. 0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +78/-95 Evaluation Reports
Other: Refer to product approval drawing for limitations. FL13434 R6 AE Eval.odf
Created by Independent Third Party: Yes
Eack Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
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SAfE3
II f I f
hftps://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquQVxydMPwXQ4FR4%2fxNsTWw%2fSD1Mt%2fQDc%2fAYpUgcvcA6w%3d%3d 2/2
IFULLVIEW BAHAMA SH UTTER (HVHZ TENT 8126 NON-HVHZ COMPLIANT) \` )LL ......12' °E
}' 3 3 GENERAL NOTES
3"1 I MAX I 3" 3"1 I MAXI SIGNE
�3" 1. THE SYSTEM O AD TE
ACCORDANCE WITH THE FLORIDA BUIBED ILDING CODE SN HAS BEEN IXTH EDITION 2r
' USE WITHIN THE HVHZ AND NON-HVHZ,AS WELL AS THE INTERNATIONAL
BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).Sq .7_ .y a
------ 01
PRODUCT EVALUATION REPORT FOR ADDITIONAL INFORMATION. �,O'•.
-- --------- z ---------- -- ------ - 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN,',�.ry,,,('�S• ')-
1 DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS BEEN/' S/ vi
d USED FOR WOOD ANCHOR DESIGN. =S �w�,F
3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH _ ww U @ 5
THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN Q LL
= ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS ASU 4 Q w :i t
W W DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE W w O N 11 w
x = FLORIDA BUILDING CODE SIXTH EDITION(2017)SHALL BE LESS THAN OR EQUAL o 1NNR y
t� TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED o; 5
HEREIN FOR ANY ASSEMBLY AS SHOWN. d
W L7 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED N Ll "
PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.
r, p o REFER TO DESIGN SCHEDULEM 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING O
f w FOR BEAM REQUIREMENT. REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS
REFER TO BEAM SCHEDULE ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED
FOR SIZE AND MAX BEAM BY THE AUTHORITY HAVING JURISDICTION.
- -BEAM-SPAN 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
�, ALTERNATE
INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM c
Z_ ANGLE THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGIMRED
LOCATION,TYP ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN Ir-
11.
COWUNCTION WITH THIS DOCUMENT.7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING` STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)38"MAX 38'MAX SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING2'<1' S3 "MAX SLAT SPAN --- 2'f�' SLAT SPAN SLAT SPAN 25�" STRUCTURE. p>581'MAX OVERALL WIDTH 1221"MAX OVERALL WIDTH WITH BAR 8. SHUTTER MAY BE INSTALLED AS SINGLE PANEL OR AS MULTI-PANELUNLIMITED WITHOUT BAR SPANS TO UNLIMITED WIDTH,SEE DETAIL%&%FOR MAXIMUM SLAT SPANS.
9. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED
SINGLE PANEL SPAN ® 2 MULTI PANEL SPAN OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH ADM 2015. 3b
30. THIS SYSTEM MUST BE CLOSED AND LOCKED FOR WIND AND IMPACT
N.T.S. EXTER,ELEVATION N.T.S. ENTER.ELEVATION E
PROTECTION. THIS SYSTEM HAS BEEN DESIGNED FOR A WIND PRESSURE OF 18PSF IN THE OPEN POSITION. A PERMANENT LABEL MUST BE ADHERED TO THEUNDERSIDE OF EACH BAHAMA SHUTTER CONTAINING THE FOLLOWING:HURMCANE PROTECTION SHATTER AND LOWERS TO BE CLOSED AND LOCKEDWHEN HURRICANE WARNINGS ARE ISSUED BAHAMA SHUTTERS SHALL BE PERMANENTLY LABELED AS PRESCRIBED IN
TABLE 1 TABLE 2 THE ABOVE-NOTED BUILDING CODE AND CONTAIN AT LEAST THE FOLLOWING:TOWN&COUNTRY
;
HVHZ HVHZ - - FT.LAUDERDALE,FLNDUSTRIEs f
ASTM E330,E1886,&E1996 MISSILE LEVEL D
ALLOWABLE DESIGN PRESSURES MINIMUM SEPARATION FROM GLASS TAS 201,202,&203
MAX CONFIGURATION MAX CONFIGURATION FLORIDA PRODUCT APPROVAL NUMBER >: t
SHUTTER SINGLE MULTI PANEL SPAN SHUTTER DESIGN SINGLE MULTI PANEL SPAN 12. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED
SPAN PANEL SPAN W/O BEAM a '
PRESSURE I STEEL,STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM
W/BEAM SPAN PANEL SPAN W/O BEAM W/BEAM TENSILE YIELD STRENGTH OF 33 KSI. E
69" +60/-73 PSF +60/-73 PSF* +60/-73 PSF* 69• +56/-73 PSF 3" 13. ALL CONCRETE ANCHORS TO BE INSTALLED TO NON-CRACKED CONCRETE
815/8- +60/-73 PSF - +60/-73 PSF- 69" +60/-73 PSF 4
3 " ONLY. B I
96 3/4" +60/-73 PSF* 1+60/-73PSF* 81 5/8' +60/-73 PSF 14. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED B
* .. _ AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE.
NOTE:LIMITED TO A MAX SLAT SPAN OF 38' 96 3/4' +60/-73 PSF
'NOTE:LIMITED TO A MAX SLAT SPAN OF 38" HVHZ(TABLE 1&2)NOTES: e!e E(({
1.HIGH VELOCITY HURRICANE ZONE(HVHZ)IS DEFINED AS MIAMI-DADE !!•
TABLE 3 TABLE 4 COUNTY AND BROWARD COUNTY FLORIDA ONLY. E�
NON-HVHZ NON-HVHZ ESSENTIAL FACILITIES 2.TABLE 1 SHALL BE USED FOR INSTALLATIONS 1N THE HIGH VELOCITY �•�
NOT REQUIRED FOR WIND ZONES 1.4 HURRICANE ZONE(HVHZ)TO DETERMINE THE MAXIMUM ALLOWABLE
ALLOWABLE DESIGN PRESSURES MINIMUM SEPARATION FROM GLASS DESIGN PRESSURE FOR EACH SPAN.
ll
3.FOR SPANS BETWEEN TABULATED VALUES USE NEXT HIGHER SPAN. mvmonBF>�e
MAX CONFIGURATION MAX CONFIGURATION 4.TABLE 2 SHALL BE USED TO DETERMINE MINIMUM SEPARATION FROM
SHUTTER SINGLE MULTI PANEL SPAN SHUTTEDESIGN
R P0.ESSURE SINGLE MULTI PANEL SPAN GLASS WITH IN THE HVHZ. 15-2342
NON-HVHZ AND ESSENTIAL FACILITIES (TABLE 3 fl 4)NOTES:
z4 SPAN PANEL SPAN__ W/O BEAM W/BEAM SPAN I PANEL SPAN � W/O BEAM W/BEAM .r",•: -
69' +78/-95 PSF +78/-95 PSF*1+78/-95 PSF' 69" +78/-9S PSF 3%- 2{I' 1.NON-HVHZ IS DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DARE COUNTY rAe1_Psaorl[aN:
- --i -,--- AND BROWARD COUNTY FLORIDA. -
81 5/8" +78/-95 PSF +50/-50 PSFt*+78/-95 PSF* 815/8, +78/-95 PSF 3, - 2%- 2.TABLE 2 MAY BE USED FOR INSTALLATIONS OUTSIDE THE HIGH VELOCITY
_96 3/4" +78/-95 PSF" +50/-50 PSFt" +78/-95 PSF` 96 3/4' +78/-95 PSF 2.f- _ 2%" HURRICANE ZONE(HVHZ). i`
m •NOTE:LIMITED TO A MAX SLAT SPAN OF 38" *NOTE:LIMITED TO A MAX SLAT SPAN OF 38 3.FOR SPANS BETWEEN TABULATED VALUES,USE NEXT HIGHER SPAN. _.6-
Q tNOTE:NOT APPROVED FOR USE IN ESSENTIAL 4.FOR INSTALLATIONS OUTSIDE THE HVHZ IN ASTM WIND ZONES 1 THROUGH 4, f�
FACILITIES. TABLE 4 IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
PROTECTED OPENING IS REQUIRED.
N BENNARDO,P
EXISTING HOST I, SEE ANCHOR NOTE 1 ON EXISTING HOST :i SEE ANCHOR NOTE 1 ON SHEET 5 EXISTING HOST 'T* SEE ANCHOR NOTE 1 ON o SM
STRCTURE(TYP
MIN :P" SHEET 5 STRCTURE(TYP MIN %j' STRCTURE(TYP MINS'' SHEET 5
TOP 8 BOTTOM)
EMBED.,�., TOP&BOTTOM) EMBED. .:- 11'i TOP&BOTTOM) EMBED.
M FOR INSTALLATION WITH NOTE:SHUTTER MUST BE LOWERED DURINID G.. N 549
A HURRICANE WARNING.SHUTTER IS
,r,,,IE' VERTICAL ANGLE(t12) MIN DESIGNED TO REMAIN IN THE OPEN
MIN °,i c MIN Z INSERT PIN(!18) EDGE POSITION DURING A HURRICANE. U ~
EDGE 7 FOR INSTALLATION ANGLE( WITH EDGE VERTICALLY THROUGH DIST, '� EZTE F y' �'
DIST. VERTICAL ANGLE(4'12) DIST.
6 1 Sb INSERT PIN(I38) 6 1a 16 ANGLE(IF 12)&THROUGH I .C�••., P O=af 1?
EXISTINGGLAZING 4 5 VERTICALLY THROUGH ANGLE q 5 DOUBLE SIDE WALL OF SILL (ARM TO]AMB CONNECTION)
(*12)&THROUGH DOUBLE (i8).PIN(t18)MAY BE 45' 4 5
MIN GLASS SIDE WALL OF SILL(+PB).PIN MIN GLASS LOCATED ON THE INTERIOR 6 la 10
SEPARATION ♦1B MAY BE LOCATED ON OR EXTERIOR OF LOUVER 1 lb E x
( ) _ n EXISTING �\ _� w U W
�a THE INTERIOR OR EXTERIOR SEPARATION BLADES(INTERIOR 3. GLAZING II�L1ff�� QQ
^'� OF LOUVER BLADES LOCATION SHOWN). U•l ¢�Q W LL i S
OPTIONAL 2'.2'x0.090' i 0 8 «m
INSTALLATION (INTERIOR LOCATION SHOWN). CONT.ALUM i 0O L W
gH O w
WITH 3/8'SLIDE n E W O,y-!
PIN(i 18)) ALLOY BEAM, u W a-W, "SS' _
THROUGH SIDE ALTERNATE q 5 EXISTING 2'x4"xV,"BEAM, 4 5 O SUPPORTING ARM,FOR
JAMB AND SIDE RIDE PIN OR SOLID BAR W
SNAP THROUGH 4"x ANY g LOCATIONS SEE ARM l4 ! O w w
LOCATION la Sb lb GLAZING Sa Ib 1a 1D ARRANGEMENT TABLE
A ANGLE. THICKNESS(TYP 13 v' �O
8 qhs 0 TOP&BOTTOM) 8 Thi 0 Yi-WITH NUT LT
SIDE ARM
ACCESS g ACCESS g MIN WIN NUT l4 CONNECTION)
t' �+ MOLE HOLE EMBED.
Y
(2)Y
_ 10 10 RN-N JTS
MIN (INTERIOR ARM
m Y $m
.v.
s. j EMBED. JE 18 1 ONE PER I -1--•�--- g ONE PER F ANGLE <-'
AN a «
g v i SEE ANCHOR �a SEE ANCHOR j SEE ANCHOR ONESMEET 5 ANCHOR NOTE 3 zm�' O
SEE ANCHOR NOTE 2 ON
NOTE 2 ON t NOTE 2 ON NOTE 2 ON - g
�_i SHEET 5 LOUTS BRACKET N � g
SHEET 5 SHEET 5 SHEET 5 MID-SPAN HEIGHT OF OPENING B'-0'MAX PROJECTION(P) �<
$ 3a TYPICAL CLOSED POSITION 3b BUILD-OUT CLOSED POSITION 3c TYPICAL OPEN POSITION 3
2 N.T.S. VERTICAL SECTION 2 11 T . VERTICAL SECTION 2 N.T.S. VERTICAL SECTION O
a' mg
1-1/2'MIN.THREAD s14 WOOD SCREWS NO MINIMUM SEPARATION u o
PENETRATION SPACED 4'O.C.WITH FROM GLASS REQUIRED FOR I a
EXISTING G=0.55 3 jr 1-1/2'MIN.THREAD ARM ARRANGEMENT TABLE USE OUTSIDE THE HVHZ
MIN.2X WOOD IN. IN. PENETRATION AND 3/4" CONFIGURATION SIDE ARMS INTERIOR ARMS EXCEPT IN ESSENTIAL ;
LL HOST STRUCTURE, MIN.EDGE DISTANCE TO FACILTTIES.
iE ANCHORED TO G-0.55 MIN.WOOD. 1/4'0 THRU- (1 OR 2 PANELS) (1)EACH SIDE NONE F
EXISTING RAFTERS 1.� l.� BOLT W/NUT OR
y BY OTHERS Y WINGNUT (3-PANEL).85" (1)EACH SIDE NONE
(SIDE ARM (3-PANEL OR (1)EACH SIDE (1)0 EACH FASTENED WITH 1/4"RIVNUT = ■
GREATER)>BS" INTERIOR MUUJON JOINT AND BOLT.MAY BE LOCATED ; 6 ■
S 1'M `a --- CONNECTION) AT REAR(AS SHOWN)OR
2"x4'.0,125"6063-T6 1 BOTTOM F SHUTTER.WHEN - 1e�
ALUMINUM ANGLE 1/4.0 THRU-BOLT W/ (INTERIOR ARM INTERIOR ARM BRACKET AT BOTTOM,
1 BRACKET MAY BE OFFSET a a st til
'HWH 410 HT.
NUT OR WINGNUf, #10 x 2CONNECTION) ONLY REQUIRED FROM CENTERLINE OF
X14 SS SMS OR SDS OR 1/4-20 THUMB FOR SHUTTERS VERTICAL MULLION TO
XYLON COATING OR �R
FASTENING SHUTTER SCREW INTO STAINLESS STEEL SCREW >85"WIDE. ALLOW FORT BAR OR
i ANGLE IN CLOSED POSITION. >t 6
14
MIN GLASS 7 HINGE TO ANGLE OR � TENSION RING(i21) e
SEPARATION 1/4-20 SS NUT AND BOLT, j EQUIV.WITH 5j"NYLON t6 x HWH 18-8 MIN.
'w 6 SPACED 12"O.C.MAX. 4'MIN END CAP&SPACER ! I 2 STAINLESS STEEL
EXISTINGe
GLAZINGOVERLAP4 5
14 9 9
la lb 9 9 I � �¢�¢� � •
OPTIONAL MAX DESIGN PRESSURE_+/_SO PSf I R
> INSTALLATION --- - - OOPrIaOIrtBIUI �6
WITH 3/8"SLIDE 8 5 s 15-2342
PIN(*18
SIDI 3d ALT. HEADER ATTACHMENT
t THROUGH SID n : fit
d JAMB AND SIDE
SNAP THROUGH - Z N.T.S. VERTICAL SECTION 4 la lb 3 19 la Ib 4 -
ANGLE. 10 NYLON
WASHERor�
W-20 wV-NUT 4 TYPICAL PLAN VIEW
ALTERNATE SILL HOST ATTACHMENT AS W/1/4"0 BOLT
SLIDE PIN PER DETAILS 3a OR 3b OF '2 N.T.S. HORIZONTAL SECTION 2LOCATION THIS SHEET
FRpA�NpK�Ly BENNARpO,V.E.
----------------- 11117
N
/� 'pry•. *-
w_ _�. a �•,, +d u..
N � Z �ry� W�
SEE DETAIL 1/4 - W W �1"w l _
-(2)1/4-20 S.S.MACHINE O
SCREWS INTO Y+-20
j RIV-NUTS OR(1)%-
(1) S.S.THRU-BOLT S.S.THRU-BOLT PER
PER UNSUPPORTED UNSUPPORTED
VERTICAL MULLION VERTICAL MULLION ¢¢
i<5
n
• i a�s �X
MAX BEAM SPAN - _ MAX BEAM SPAN _ -_ SEE DETAIL 1/4,• a d
PER BEAM SCHEDULE PER BEAM SCHEDULE 09 p j
1 MID-SPAN BEAM AS REQUIRED r2 \ BOTTOM BEAM (OPTIONAL) !V s
3 N.T.S. EXTER.ELEVATION 3 N.T.S. EXTER.ELEVATION WALL BRACKET_
ANCHORS TYPES: ISbs(
UN U S.S.ED VERTICU-BOLTAL
PER •TYPE A:Y.-20 ALL POINT SOLID SET a g
UNSUPPORTED VERTICAL MULLION
R ANCHORS:
12 •IN CONCRETE(3.35KSI MIN)WITH
BEAM SCHEDULE:
MIEMBED.CONc�"EDGE BLLOCXWITH
MIN EMBED.AND 3"MIN EDGE ;
DIST.
MIN GLASS WALL BUCKET ANOMWPES+-95 PSF WALL BRACKET ANCHOR TYPES(+/-50 P6F •TYPE■:Y-20 ELCO PANELMATES
SEPARATION ALL/,LOY S SPAN BEAM SPAN BEAM SPAN BEAM SPAN BEAM SPAN (MALEIFEMALE): g
BEAM PER BEAM BEAM 5� ��, SPAN (a/-40 PSF (+/-50 PSF (+/-60 PSF (+/-95 RIF CONCRETE HOLLOW WOOD CONCRETE HOLLOW WOOD -IN COCRETE(3.35KSI MIN)WITH
3 SCHEDULE MAX) MAX) MAX) MAX) BLOCK (G�0.42 MIN) BLOCK (G�0.12 MDI) 13'�MINN EMBED.AND 2%"MIN EDGE �pB
f-0' r-r r6• f-4' S-1' A,B.CAE AG B.0 AA.CAE AA.C.E BA Dom' 5 0 = 4 E
2'x3'x1/r 6063-TB 6'-B' B'-T r-r r-r S'-r A.B,CAR A= B.0 AACAR AA,C.E B,C -IN HOLLOW CONCRETE BLACK WITH
EXISTING
r-lr 9'-2" B'•2' r6• 5'-11' A,B,CAE AAC.E A,B.CA,E MADE �I�S•"TMIN EMBED.AND 2'MIN EDGE lis f
r-r r-r B'-T r-lo, 6'•r A,B.CA.E AC, BA A.B.CAL' A.C.E BA
IY41�1/r 6067-T6 6'-r Id-r W-r r-r 6•-Ir A,B.CA.E AA, BA - A.B,CAE A.B.C,E &C 'MI WOOD(.AND 3 MIN)WITH DI
BEAM PER BEAM MIN EMBED.AND�'MIN EDGE DIST.
SCHEDULE 5-30' 11'-r 10'-1' 9'-2' T-1' MARE A,C, BA A,B.CAE AA.C,E BIC •TYPE C:%"ITW TAPCON SG: g
r-0' 11'-51 10'•r 91-C 7-S' A,B,C,D,E AA, A,B,C.DE AG BA -IN CONCRETE(3.35KSI MINj WITH 6
2•xS"x1/B" 6063-T6 6'-r 12'6• 11'-r Id-r f-1' AAC.DE AA, M,CAE AG BIC A4"MIN EMBED.AND 2)4'MIN EDGE Ee
SI-10, 13'4' 11'-Il' Id-31' r6' A,B.CA.E AA, B,C A,B,C.DE AAE BIC DIST.
d - — — -N WOOD(G�0.42 MIN)WITH 1% e liI f6' 11'•10' 1S-r 12'-T 9'6' AAA AB.0D.E AG IN HOLLOW CONCRETE BLOCK WITH2'x1'xU1' 6061-76 6'-B' 16'-r 11'-T 1Y-r ld-T M.CAE M.CAE AA, lY.'MIN EMBED.AND 2'MIN EDGE
.-s:' (2)S'i-20 S.S. f-ir Ir•r 1S-T IY-r 11'-r AAC.DE A AA,CAE AC, B.0MACHINE SCREWS ------ _-t — r-r 6'-1' AAC.DE AA, BA A.B,CAE A,BAE B,C S INTO Y-20 MIN EMBED.AND�'MIN EDGE DIST. ! E
RIV-NUTS OR(1)3'A" 4'x2-x0.13.0Al' 6063-T6 6'-B• Id-3" 9'-2' BV' v_r _ MARE AA, BA AA.CAE AA.CE BA
S.S.THRV-BOLT PER S-10 id-11• r-9' f-11' T-1' AACAE A,C. BA AACAE MAE 4C 'TSE D':�'MILLENIUM MILLf/LST: TpP0�0BKN®BBOi1BE
UNSUPPORTED -IN CO NCRETE(3.275KSI MIN)WITH
u 6'x2•x0.2910.iT 6061-T6 8'-0' 17.3' 1S6' 1/'-1' I1'-r MA. AACAE AF 1Y."EMBED AND 2Yt'EDGE DIST. 15-2342
VERTICAL MULLION -IN HOLLOW CONCRETE BLOCK WITH mcluft
"UULENIUM 14WAST ANCHORS MUST BE SPACED AT 4'O.C.MINIMUM lY.'EMBED.AND 2%'MIN EDGE DIST. PAW 00907IMON3
EXISTING STRUCTURE •TYPE E:#12 SMS W/2"EYEWALL
(TYP.TOP&BOTTOM) AIN OORN NYLON
INSERT:MIN)WITH 2'
3 BEAM CONNECTION TO SHUTTER
EMBED AND 2'EDGE DIST.
3 N.T.S. VERTICAL SECTION -IN HOLLOW CONCRETE BLOCK WITH
1%.'EMBED AND 2'EDGE DIST.
USE 2'z4"z5'i"ANGLE FOR 3"& (2))'4-20 S.S.MACHINE SCREWS FRANK L.BENNARDO,P.E.
4-BOX BEAMS,USE 2'x5'x3• h oTM4�y�
ANGLE FOR' BOX BEAMS, INTO�/i-20 RIV-NUTS OR(I))'e ` �1
USE 2'z7'xy'ANGLE FOR S.S.THRU$OLT PER y"MAX.-4
1YP.TOP&BOTTOM OF BEAM. C-CHANNEL BEAMS,TYP. 1' MIN UNSUPPORTED VERTICAL MULLION �_�
50%OF BEAM TOP&BOTTOM OF BEAM. MIN. SPACING
5i10�SyELF-D G
WIDTH MIN. ALCUMINUR N PE004
.750" �••RR _
I LIM 5 ENDS f2'M�Q.C.M i0
\ MIN. _._..._. _- ALUMINUM
MIN.,2�'Sr O win
`\ = ALUMINUM ANGLE L14 U
\\ MIN.THICKNESS).� s� ui
\\EEMM11BBEEDD Iliill "" (�'��) ANGLE MAY BE REVERS�Q7 �!
1' 6063-TS ALLOY
MIN. 2 3 >`gc
\ (1)xT , MACHINE \tMBE
•
BOLT WITH LOCK NUT BOLT WITH LOCK NUT w rr'O w
\ (1)�/6 S.S.MACHINE CL BOLT i10 SELF- K uJuJ O�•� w
(4)ANCHORS REQUIRED EACH (4)ANCHORS REQUIRED EACH BOLT WITH LOCK NUT CL ANGLES DRILLING ` U W _
END,SEE BEAM SCHEDULE END,SEE BEAM SCHEDULE LZ
AWRM NUM POP y19
ANCHOR SPECIFICATIONS ANCHOR SPECIFICATIONS RIVETS 3"MAX W
BEAM SPAN FROM('NDS,12• O W W
(BOX BEAM) (C-CHANNEL BEAM) (BOX OR C-CHANNEL BEAM) MAX O.C. "may G
(SID!VIEW) (SIDE VIEW) (FRONT VIEW)
USE 2'x7'x)'i ANGLE FOR NOTCH CHANNEL ENDS ;,`MAX 2 i5 I//22'XMIN.,
C-CHANNEL BEAMS,TYP. *SX7NLG.LT
ANGLES 1 ALUMINUM ANGLE
TOP 8 BOTTOM OF BEAM. DTE:3'MIN SPACING FOR ANCHORS
s (0.062'MIN.
S NOTCH CHANNEL ENDS 1THICKNESS).LEG n
9a' S INTO CONCRETE/HOLLOW BLOCK HOST ANGLE MAY BE
TO RECEIVE ANGLES MI ..
STRUCTURE.1'MIN SPACING FOR REVERSED.
ANCHORS INTO WOOD HOST STRUCTURE 6063-TS ALLOY w I Xi
1' (VERT.SECTION)MIN.D' M[ _________1- (2))'4-20 S.S.MACHINE SCREWS INTO)'4-20 RN-NUTS OR(1)(1)hs 5.5.MACHINE S.S.THRU-BOLT PER 1/2'x1/2"MIN.,BOLT WITH LOCK NUT UNSUPPORTED VERTICAL MULLION 2'x5'MAX. E
(I)%e S.S.MACHINE CL ANGLES (ALUMINUM ANGLE
(4)ANCHORS REQUIRED EACH BOLT WITH LOCK NUT
END,SEE BEAM SCHEDULE QICKNESS).LEG a
R \ ANCHOR SPECIFICATIONS ANGLE MAY BE j' d
¢ -----BEAM SPANS 6063-T5 ALLOY
MAX
(C-CHANNEL BEAM) (C-CHANNEL BEAM) r
(SID!VIEW) (FRONT VIEW) i10 SELF 6(
DRILLING T
1 WALL BRACKET CONNECTION OPTIONS ITO
EW OR WP
4 N.T.S. EXTER.ELEVATION RIVETS,3'MAX
FROM ENDS,12"
MAX O.C.
SIDE CLOSURE NOTES (HORIZ.SECTION) �z
1. FO INSTALLATIONSWITHIN THE HVHZ, b A s
IN LIEU OF SIDE CLOSURE ANGLE, Ye
SHUTTER MAY OVERLAP OPENING BY 1.5 q � `
X SHUTTER BUILD OUT DISTANCE. R 6
2. ANCHORS MAY BE ANY ANCHOR FROM (a� EDGE d
INSTALLED 3"MANCHOR NOTE AX FROM EAON SHEET CH END, ,y+, �"MAX. �Z OIST•
= AND 12"O.C.MAX,OR 1/4'ITW w C _
TAPCONS WITH 1 MIN EDGE )'i MAX. Y4 MAX I!¢
DISTANCE AND FULL THREAD ty •��
ENGAGEMENT TO/, MIN PLYWOOD 1/2"xl/2'MIN.,
INSTALLED 3"MJ ROM EACH END AND EMBED. 2'x5"MAX.
7'O.C.MAX. �/s 919
MAX. (0.062N MIN.D� t •9
3. ANCHORS SHALL BE INSTALLED IN p
ACCORDANCE WITH MANUFACTURERS' 1/2"xl/2"MIN., w
)'i MAX• m THICKNESS).LEG TT gp
RECOMMENDATIONS. 2'x5'MAX. S ANGLE MAY BE
4. ALL CONCRETE ANCHORS SHALL BE ALUMINUM ANGLE x+ REVERSED. y4 �'4 --BaTB6
INSTALLED CONCRETE TO NON-CRACKED (0.062"MIN. 6063-TS ALLOY 15-2342
THICKNESS).LEG
.5. MINIMUM EMBEDMENT SHALL BE AS MF
ANGLE MAY BE EDGE rua�
NOTED IN ANCHOR NOTE 1 ON SHEET S. REVERSED. DIST. SAM ��
MINIMUM EMBEDMENT AND EDGE (VERT.SECTION) (VERT.swTIOR) (NORM SECTION) (VERT.SECTION) (VERT.SECTION HORII.SECTION
DISTANCE EXCLUDES STUCCO,FOAM, 6063-TS ALLOY ) ( )
BRICK,AND OTHER WALL FINISHES.
6 WHERE FRAM NG,EXISTINTING G CO DRUCTURE NDITION MAIS OYO 2 SIDE CLOSURE DETAILS
VARY. FIELD VERIFY THAT FASTENERS
[d ARE INTO ADEQUATE WOOD FRAMING 4 N.T.S. SECTIONS
$$ MEMBERS,NOT INTO PLYWOOD. `�f
ANCHOR NOTE 1:UNLESS NOTED OTHERWISE BELOW,ANCHORS AT 3'FROM ENDS AND 12.O.C.MAX 1(Willi l l 1 FRANK L.SENNMDO,P.E.
�L 549
�SEOAETRGM BELOW)
•CONNECTION IN CONCRETE: ��,+"• • i�
ITW TAPCON WITH 1�"MIN EMBED.AND 252'MIN EDGE DIST.(3.19KSI MIN CONC.) �p� vC
-Y;ITW TAPCON SG WITH 134'MIN EMBED.AND 252"MIN EDGE DIST.(3.3OKS1 MIN CONC.) �4C''.•-
Y4"ELCO PANELMATES(MALE/FEMALE)WITH 14"MIN EMBED.AND 252"MIN EDGE DIST.(3.32KSI MIN CONC.) No PE0046549
Y4-20 ALL POINTS SOLID SET ANCHOR WITH 7/e"MIN EMBED.AND 2'MIN EDGE DIST.(3.0KS1 MIN CONC.) _* -
Y4"MILLENIUM MILLFAS7 WITH 13'4"EMBED AND 2y2"EDGE DIST.(3.275KSI MIN) _
-S12 SMS W/2"EYEWALL ARMOR NYLON INSERT W/2-EMBED AND 2"EDGE DIST(2 KSI MIN)
•CONNECTION IN HOLLOW CONCRETE BLOCK: %O STATE OF ~ l
-Yi ITW TAPCON WITH 13:'MIN EMBED.AND 2%-MIN EDGE DIST.,SPACED AT 4"O.C.MAX. F r W
ITN TAPCON SG WITH ly'MIN EMBED.AND 21/2"MIN EDGE DIST. itis '•.�ORID?`,.
Yi ELCO PANELMATES(MALE/FEMALE)WITH IY'MIN EMBED.AND 21/2'MIN EDGE DIST.,SPACED AT 6Yt'O.C.MAX. ���S/Q �-N LLN R ;
-Y4-20 ALL POINTS SOLID SET ANCHOR WITH 7/;MIN EMBED.AND 2"MIN EDGE DIST.,SPACED AT 87/s'O.C.MAX. 71j NAL 1, 10
Y;MILLENIUM MILLFAST WITH IW EMBED AND 252"EDGE DIST.,SPACED AT 4%"O.0 MAX 2 j t till 111 Z w U- W
-t12 SMS W/2"EYEWALL ARMOR NYLON INSERT W/I Y4'EMBED AND 2"EDGE DIST.,SPACED AT 7.O.C.MAX U n �Q W" O
•CONNECTION IN WOOD(G=0.42 MIN): Z X O«m e C
-Y4'LAG SCREW WITH I%'MIN EMBED.AND 3;MIN EDGE DIST. W W o ti a w"
-i14 SHEET METAL SCREW WITH 152"MIN EMBED.AND 3/4"MIN EDGE DIST. u 51.- ?
ANCHOR NOTE 2:CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN
•• ONNECTION IN CONCRETE: C)w W
-(2)1/4"ITW TAPCON WITH 13/4 MIN EMBED.AND 252"MIN EDGE DIST.(3.19KSI MIN CONC.) b 0
-(2)Yi ITW TAPCON SG WITH 13;MIN EMBED.AND 2Y2m MIN EDGE DIST.(3.30KSI MIN CONC.)
-(2)%'ELCO PANELMATES(MALE/FEMALE)WITH 13/4 MIN EMBED.AND 252"MIN EDGE DIST.(3.32KSI MIN CONC.)
-(2)Y4-20 ALL POINTS SOLID SET ANCHOR WITH 7/f MIN EMBED.AND 2"MIN EDGE DIST.(3.OKSI MIN CONC.)
((2)Y4 MILLENIUM MILLFAST WITH 13'4"EMBED AND 252"EDGE DISI.(3.275K51 MIN)
(2)I32 SMS W/2"EYEWALL ARMOR NYLON INSERT W/2-EMBED AND 2"EDGE DIST(2 KSI MIN) D,
NOTE:ALL 69"MAXIMUM SHUTTER SPAN INSTALLATIONS WITH MULTI-PANEL SPANS WITHOUT STORM BARS AT-95PSF REQUIRE A n
QUANTITY OF(3)ANCHORS FROM THE OPT70NS ABOVE
•CONNECTION IN WOOD(G-0.42 MIN): Y LL,Yl
-(3)Yi ELCO PANELMATE(MALE;FEMALE)WITH 17/e MIN EMBED.AND 3/;MIN EDGE DIST. Ir
(3)Y;ITW TAPCON SG WITH 1/e'MIN EMBED.AND 3;MIN EDGE DIST.(2)Y;STAINLESS STEEL HANGER BOLT WITH 11"MIN EMBED.AND 3i MIN EDGE DIST.NOTE:ALL 69"MAXIMUM SHUTTER SPAN INSTALLA77ONS WITH MULTT-PANEL SPANS WITHOUTSTORM BARS AT-95PSF REQUIRE Aj
QUANTITY OF(3)ANCHORS FROM THE OPTIONS ABOVE m O
CONNECTION IN HOLLOW CONCRETE BLOCK*•:SEE ANCHOR SCHEDULE BELOW FOR APPLICABILITY OF ANCHORS TO BE INSTALLED.EACH HOLLOW CONCRETE BLOCK ANCHOR ISCLASSIFIED WITH A LETTER AS SHOWN BELOW ACCOMPANIED BY A NUMBER INDICATING THE QUANTITY OF ANCHORS REQUIRED EFOR INSTALLATION.THE DESIGN TABLE ILLUSTRATED BELOW APPLIES TO HOLLOW CONCRETE BLOCK ANCHORS ONLY.TYPE(w):V4 ITW TAPCON WITH IY"MIN EMBED.AND 25S'MIN EDGE DIST. 0 a
TYPE(K) :Y;ITW TAPCON SG WITH 1Y."MIN EMBED.AND 252'MIN EDGE DIST. <aR -TYPE(y) :Yi ELCO PANELMATES(MAL.E/FEMAL.E)WITH IYi MIN EMBED.AND 21/2'MIN EDGE DIST. ryryry TYPE(z) :V4-20 ALL POINTS SOLID SET ANCHOR WITH U."MIN EMBED.AND 2'MIN EDGE DIST. � Z OTYPE(u) :Y;MILLENIUM MILLFAST WITH IYi EMBED AND 234'EDGE DIST. .2
A -TYPE(v) :i12 SMS W/2"EYEWALL ARMOR NYLON INSERT W/1Y4"EMBED AND 2'EDGE DIST G�
_
u W N m slIEN SPAN r MSHVITEA SPµ .-
U""0 SNCR_PANEL NILTWARE.8PM T NUPNESPM AILPANEL SPAN
PRESSURE6LPESINGLE PANEL WOeM WNwloRM WAM WA)NAR WA M
.5c,PSF
CA)Dsl(y2)(.2) Ia11Y411a)(r2l M2)lal lel wl (a)1Y21w)(0) la)IYSIIa)(a) M41 h2)Mlla) Iw41(a)(Y2)(a) wllallv4) bwl(a11Y2)(W
lal M) 02)N2) (Q) (.2)(m (01(.2) (A)(Q) K
z
-SDPSF lal Ml(a)wl 02)(YS)(a)(4) (•s)(.M(y2)(Z4 (,,(Y4)ta)(v4) NIA (rl)l•A(y2)(Z2) (w4)(a)(Y2)(a) WA (wPOMW)(a)
In) (.2)W2) (w)lm (OH-2) (•310+) le
-roPSF wllr4llal(w) (a)(41)h41 (0)(y2) cal(rs)w)fal WA Iw4)(W(y2)42) (a)bs)la)M) WA w)(Y4)(a)Iv21 e
_
A 95PSF la)(S)Iwl w) (.2)IY4a1(•S) (41)w) wAw)(I-mIv4) (aI(Y4)wl(v4> wA (a)lq)(a)1.41 eB
HOLLOW BLOCK ANCHOR SCHEDULE KEY:w3=ANCHOR TYPE"w'WITH'3'ANCHORS. L�■yj F
ANCHOR NOTE 3:CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN g 4•�
.ASH IN CONCRETE:
4 -(1)%"ITW TAPCON WITH 11/"MIN EMBED.AND 2%"MIN EDGE DIST.(3.19KSI MIN CONC.) gg
-(1)%"ITIN TAPCON SG WITH I%"MIN EMBED.AND 234"MIN EDGE DIST.(3.3DKSI MIN CONC.)
-(1)34-2D ALL POINTS SOLID SET ANCHOR WITH 7/."MIN EMBED.AND 3'MIN EDGE DIST.(3.DKSI MIN CONC.) WP110RB122433016 E1Y�11
((1)%-MILLENIUM MILLFAST WITH 134"EMBED AND 21f2"EDGE DIST.(3.275KSI MIN)
-(1)*12 SMS W/2'EYEWALL ARMOR NYLON INSERT W/2"EMBED AND 2"EDGE DIST(2 KSI MIN) 15-2342
y •CONNECTION IN HOLLOW CONCRETE BLOCK: P
-(2)Y'ELCO ULTRACONS WITH 1V4"MIN EMBED.AND 252'MIN EDGE DIST. PAGE
0e I1rC11IPT10N,
-(2)I;-20 ALL POINTS SOLID SET ANCHOR WITH 7/."MIN EMBED.AND 3"MIN EDGE DIST.
((2)Y.'MILLENIUM MILLFAST WITH 1%"EMBED AND 2Y2"EDGE DIST.(3.27SKSI MIN))
-(2)s12 SMS W/2"EYEWALL ARMOR NYLON INSERT W/2-EMBED AND 2"EDGE DIST(2 KSI MIN) "rG
•CONNECTION IN WOOD(G•0.42 MIN):
y -(1)Y.'LAG SCREW WITH 1W MIN EMBED.AND S/'MIN EDGE DIST.
$�I -(1)t14 SHEET METAL SCREW WITH I%'MIN EMBED.AND V MIN EDGE DIST.
NARDO
EXTRUSIONS
M
0.131' 0.075• 0.131' 0.075• 0.06Y 0.250 �- o 0.128" ®0.348' 80.062 0.185' 00.348' R0.06Y 0.185'p,3p7• .060" 0.060• 0.565' 0.460• 0.060"
0.050" 0.375 1.800' 0.457 o.613' 0.100" 0.100" 0.233• 0.140'
0.375• 0.125' T -Y --T - -+-�
00.15s• 0.402• 1.275 0.86s" I ' I
0.090• 0.099"
G� 0.326' 0.326' x c N
0.425' 0.368' 0.425 0.368" -j- " .
00.105- R0.107 _ " " " " �'n�• T
jR� ry o.z14• o.osSL- < ..r
1.792• 40.057 ,it., 0.775' 0.107 • I I
2.118• I I 0.327 1.695'-y -1.e95� 1 rt �--2.527"
r'=40.457 *1.063• 0.217 2.sz7� 2.270•
2" BLADE FEMALE MULLION MALE MULLION JAMB FV JAMB JAMB SNAP HEADER [D l< Za
id 6 =1'_O 2 6 _1._0. 3 6 =1-O- 4 6•=1'_0" 4a 6 =1,_a. 5 6 =1'_0 6 6 =1'_U WW fi
„9_
W tt Y
0.260" }- 2.750"� ;!•'i C z
0.280' PIPE ARM SCHEDULE 00.270•. N z u
80.081• 0.521• 00.270" 080 W
0.050' - 0.507 . . 1.007 G W
OUTER TUBE INNER NBE N
0.100" $ OIM E IDSIDE WALL OlµE t� WALL C~
80.050" 0.100' -270• 1.000' 0.900' 0.050• 0.875' 0.775' 0.050"
I`- 3.663"
n t 0.500" 0.500"
400.6 FV FEMALE g n X395-
- 4" BLADE MAX WCAnON VARIES
MULLION I FOR ADJUSTMENT 1
_ �LLL270• g 14 ALUMINUM PIPE (INNER) #
6"-V-0-
0
'-0" RX 5
ry 0507 __--_-'------
00.270'm\ 0 o
0.320" 0.547 zg S
[ -
.125• 1.227 1.188'
�-1.676•- L CAMEL BACK HINGE
� 2.000' 3.000' t 0.500' 0.507
FV MALE MULLION 3 6'=r-0• o.107 a g
R 3a 6"-r-0 11 ANGLE o--_ TM°' �\ALUMINUM PIPE (OUTER) a
RO.230' 4-0.062' 0.385 1
RO.318" 0.100" 4.190" MA%
� I 1.606' f 8.000'
0.393' t 0.750 I I N 00.432"
• 0.062• °•1 { }o.7w• 3 U WALL BRAL L CKET ao.zss^ 0.307"
S. y Trp. ----------- - - 0.625• ANGLE 0.432• g -
� _ � _ 9 6•`1'-0• xro
nMaNG
1.606' 3.007 3.000" 1.000• 0'250'0 FLARED END2•u4• N N 1007 FOR USE W[[N VART i2esi oNlr
HEADER HINGE t-2.500'-{ � 20 TAB STOP
Z BAR - PROFILE & LAYOUT
6•.10' 10 3 =r-o GALV. STEEL BENT PLATE 6"=1'-0' ;�
}-2.520• L-PIN - 1 4"O INSERT FOR MULLION 1313•
I 0.060"+ L7 6•.1.-0. 19 6•=1'-0..
> T 0.a9o" f 1 2.007 '0.625•
5 � 0o.13Y 00.300•
0.613 T3.
0.375.00.125 15-2342
f Q� 1.000' 000" 3.000" 1.000" 0.757
1.620' 0.750' 0.188" h 5.000' 0.750' 0.327'
-SILL 12 ANGLE - PROFILE & LAYOUT 18 L-PIN - 3/8-0 21 TENSION RING --,,ALT. TAB STOP �6
`�6'-1'-0• 3"=1'-0' 6"-1'-0" 6"=1'-0' 6"=1'-0• 2--1