HomeMy WebLinkAboutProduct Approval -10/812015 Florida Building Code Online
BCIS Home ! tog In User Registration i Hot Topics i Submit
Surcharge s Slats&Fact's Publications FBC Staff BCISYSite Map' Links i Search`.`
BtUSIipneCstt�Sr
Pt V11.SJiVf"ta'I `-i i' ProductAPproval FILt�,n 1 F
USER:Public User g}
l msg'•.
Regulation
Product Aporovai Menu>,Product or Application Search>Aopiication tisk>Application Detail
FL# FL13434-R4
��1
Application Type Revision
Code Version 2014
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@engexp.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 Bafiama
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 the Frank L. Bennardo,P.E.
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By ORLANDO L. BLANCO, P.E.
1' Validation Checklist- Hardcopy Received
Certificate of Independence FL13434 R4 COI Indep.12df
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
FL13434 R4 Eauiv Eauiv,pdf
Sections from the Code
http://www.floridabuilding.org/pr/pr_app dd.aspx?pararrF-vAGEVXQvADquQVx)dMPwXQ4FR4p/o2f)NsTV*aOSINoDV3kSvnEIp/o2bCGHFegp/o3d`/o3d 1/2
10/8/2015 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 04/21/2015
Date Validated 04/22/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products_
FL# Model,Number or Name Description
113434.1 Fullview Bahama Shutter Impact Bahama Shutter Approved for Use Within&Outside the
HVHZ
Limits of Use Installation Instructions I
Approved for use in HVHZ:Yes FL13434 R4 II Dwa.Ddf i
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 R4 AE Eval.Ddf F
Created by Independent Third Party: Yes j
iYrck hY.r.!•
• Contact Us:: 1940 North Monroe Street.Tallahassee Fr 32399 phone:850-487-1824
The State of Florida is an WEED employer.Copyright 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 mail to this entity.Instead,contact the office by phone or by traditional mall.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 emaiis 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 dick here.
Product Approval Accepts:
y ® Cheek M
SL`CUrtLYstti i'k A4'i
Nam
http://ww.v.floridabuilding.org/pr/pr_app O.aspx.?pararn--%GEVXQvADquQVxydMPwXQ4FR4p/p2bNsTV*2OSlNoDV3kSvnEIp/o2bCGHFegp/p3dp/pad 212
FU LLVI E W BAHAMA SHUTTERPATENT�PE AND NON-HVHZ COMPLIANT)
3 NG 40
GENERAL NOTES
3- 12° 3' 3' MAX r3' 1, THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED fv* NQ'
'{ r MAXI 1 ACCORDANCE WITH THE FLORIDA BUILDING CODE(FBC),FOR USE WITHIN E a
HVHZ AND NON-HVHZ,AS WELL AS THE INTERNATIONAL BUILDING CODE(IB )�l TA �&
AND INTERNATIONAL RESIDENTIAL CODE(IRC).SEE PRODUCT EVALUATION
� pt
ww
—• — REPORT FOR ADDITIONAL INFORMATION.
__ „,,, —_•— 2 —.__.—_.—_.--- ------ ------- -- 4 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE �4/
r
i DESIGN OF THIS SYSTEM. WIND LOAp DURATION FACTOR Cd=1.6 HAS BEEN /r/// w
`std
Of USED FOR WOOD ANCHOR DESIGN. ITT W
w 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH >u t UI
THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN UI' Q 6L9 I n
ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS u aI;w
DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE
R 3 Z
can r N w FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSRNE OR W w m
u NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY �+G•'g^g 3
`n z ASSEMBLY AS SHOWN, cn wy
Cn 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED O
N" N PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.
o o REFER TO DESIGN SCHEDULE 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING a
F w FOR BEAM REQUIREMENT. REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09,IT IS
y a a REFER TO BEAM SCHEDULE ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED
FOR SIZE AND MAX BEAM SPAN BY THE AUTHORITY HAVING 1URISDICIION.
ALTERNATE6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
AR/ANINFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM
Z-8 GLE m
LOCATION,LE THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED M
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
CONJUNCTION WITH THIS DOCUMENT.
9w a
7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING w�rryy
A L„ STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS, WOOD BUCKS(BY OTHERS) 'Tor rn$ Ib
38"MAX 38'MAX� Zy. SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING s w
2}i=" 53%7MAI(SLAT SPAN 2Yi' SLAT SPAN SLAT SPAN STRUCTURE. 0;9 1 Q
58K"MAX OVERALL WIDTH 122W MAX OVERALL WIDTH WITH BAR 8. SHUTTER MAY BE INSTALLED AS SINGLE PANEL OR AS MULTI-PANEL Zm. �a
UNLIMITED WITHOUT BAR SPANS TO UNLIMITED WIDTH,SEE DETAIL X&�FOR MAXIMUM SLAT SPANS.
9. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED 11b
1 SINGLE PANEL SPANp o 2 MULTI PANEL SPAN OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH ADM 2010.
i TD. THIS SYSTEM MUST BE CLOSED AND LOCKED FOR WIND AND IMPACT
1 N.T.S. EXTER.ELEVATION 20
JJJ Q N N.T.S. EXTER.ELEVATION PROTECTION.THIS SYSTEM HAS BEEN DESIGNED FOR A WIND PRESSURE OF 18 2 K
flu PSF IN THE OPEN POSITION. A PERMANENT LABEL MUST BE ADHERED TO THE w °•
UNDERSIDE OF EACH BAHAMA SHUTTER CONTAINING THE FOLLOWING: p
b HURRICANE PROTECTION SHUTTER AND LOUVERS TO BE CLOSED AND LOCKEDmeori�
WHEN HURRICANE WARNINGS ARE ISSUED � 7.
11. BAHAMA SHUTTERS SHALL BE PERMANENTLY LABELED AS PRESCRIBED IN 3
TABLE i TABLE 2 THE ABOVE-NOTED BUILDING CODE AND CONTAIN AT LEAST THE FOLLOWING:
TOWN&COUNTRY
HVHZ HVHZ Fr.LAUDERDALE,
L
FNDusTRIES
— ASTM E330,E1886,&E1996 MISSILE LEVEL D
g ALLOWABLE DESIGN PRESSURES MINIMUM SEPARATION FROM GLASS TAS 201,202,&203
a MAIC CONFIGURATION MAX DESIGN CONFIGURATION_ 12. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED 0 5=
SHUTTER SINGLE MULTI PANEL SPAN SHUTTER SINGLE MULTI PANEL SPAN STEEL,STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM
SPAN_ PANEL SPAN W/O BEAM ; W/BEAM— _SPAN PRESSURE PANEL SPAN W/0 BEAM W/BEAM TENSILE YIELD STRENGTH OF 33 KSI. g
* * �--•- ON Y,ALL CONCRETE ANCHORS TO BE INSTALLED TO NON-CRACKED CONCRETE
fig" -� +60f-73 PSF +60J-73 PS_F +60/-T3 PSF 69" +56/-73 PSF Ila' — 3" 2%"
is
_ 81 S/8" +60/-73 PSF +60/-73 PSF' 69" +60/-73 PSF _ 3 4� 2 e° 14. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED
96 3/4" — +60/-73 PSF* —+60/-73 PSF* _ —adX119"
+b0/-73 PSF AS PRESCRIBED IN THE ABOVE-NOTED BUItAING CODE.
*NOTE:LIMITED TO A MAX SLAT SPAN'OF 38" 963/4" +60/-73 PSF _2/"* _ - ' 2 e' HVHZ(TABLE 1&2)NOTES:
*NOTE:LIMITED TO A MAX SLAT SPAN OF 38" u 1.HIGH VELOCITY HURRICANE ZONE(HVHZ)IS DEFINED AS MIAMI-DADE
COUNTY AND BROWARD COUNTY FLORIDA ONLY,
TABLE 3 _ TABLE 4_ 2,TABLE 1 SHALL BE USED FOR INSTALLATIONS IN THE HIGH VELOCITY
NON-HVHZ ESSENTIAL FACILITIES HURRICANE ZONE(HVHZ)TO DETERMINE THE MAXIMUM ALLOWABLE
NON-HVHZ NOT REQUIRED FOR WIND ZONES 1-4 _ DESIGN PRESSURE FOR EACH SPAN.
L -—-- - - 3.FOR SPANS BETWEEN TABULATED VALUES USE NEXT HIGHER SPAN.
> ALLOWABLE DESIGN PRESSURES MINIMUM SEPARATION FROM GLASS
_ 4.TABLE 2 SHALL BE USED TO DETERMINE MINIMUM SEPARATION FROM pppymplRIgNppsFlsg
MAX CONFIGURATION MAX CONFIGURATION GLASS WITH IN THE HVHZ.
DESIGN
SHUTTER SINGLE MULTI PANEL SPAN _ SHUTTER PRESSURE � SINGLE MULTI PANEL SPAN NON-HVHZ AND ESSENTIAL FACILITIES (TABLE 3&41 NOTES: -
b SPAN__ PANEL SPAN W/O BEAM W/BEAM SPAN PANEL SPAN _W_6O BEAM W/BEAM 1.NON-HVHZ IS DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-pADE COUNTYyE, -
s 5g� +78/-95 PSF +78/-95 PSF* +78/-95 PSF* _ 69" +78/-95 PSF _� 4 9 8" AND E 2 MAY B COUNTY FLORIDA. vw0e oeScwvnoN,
81 6J8" +78/-95 PSF +SOJ-50 PSFf*+78f-95 PSP* T 81 5/B" +78/-95 PSF 3Y.' 2 8 2.TABLE 2 MAYBE USED FOR INSTALLATIONS OUTSIDE THE HIGH VELOCITY
_ _ HURRICANE ZONE(HVHZ).
96 3/4" _L+78/-95 PSF*+50/-50 PSFt*+78/-95 PSF* 96 3/4' _ +78/-95 PSF2� 2/" 3.FOR SPANS BETWEEN TABULATED VALUES,USE NEXT HIGHER SPAN.
*NOTE:LIMITED TO A MAX SLAT SPAN OF 38" _ *NOTE:LIMITED TO A MAX SLAT SPAN OF 38" 4.FOR INSTALLATIONS OUTSIDE THE HVHZ IN ASTM WINO ZONES 1 THROUGH 4,
S TABLE 4 IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
tNOTE:NOT APPROVED FOR USE IN ESSENTIAL
S FACILITIES. PROTECTED OPENING IS REQUIRED.
.E'o4lCIIIA�9;P.E.
No.
ST o AFrn '
ul
0
am mx� W
ui
a SEE DETAIL 1/4 5C m w
sa fw Nne 3
0w°
oLu..
(2)):-20 S.S.MACHINE •a Ott
SCREWS INTO y-20 a
(1)%'S.S,THRU-BOLT RIV-NUTS OR(1)�"
PER UNSUPPORTED S.S.THRU-BOLT PE0.
VERTICAL MULLION UNSUPPORTED
VERT9/t.=- N
ICAL MULLION
M
M
M
�, LL
��yy aR
MAX BEAM SPAN SEE DETAIL 1/4-M,
MAX BEAM SPAN vi $
PER BEAM SCHEDULE
PE0.BEAM SCHEDULE
MID-SPAN BEAM (AS REQUIRED) r1 BOTTOM BEAM (OPTIONAL)
m 3 N.T.S. EXTER.ELEVATION 3 N.T.S. EXTER.ELEVATION WALL BRACKET C}� <
� (1)%a'S.S.THRU-BOLT PER ANCHORS TYPES
3
UNSUPPORTED VERTICAL MULLION •TYPE A:j:-20 ALL POINT SOLID SET E g
ANCHORS: m
-IN CONCRETE(3.35KSI MMI EMBED.AND 3"MIN W)WITH%" o
GE
BEAM SCHEDULE: IN HOLLOW CONCRETE LOCK WIITH
MIN EMBED-AND 3°MIN EDGE 3
MIN GLASS DIST,
SEPARATION WALL BBAcxEr axcxaa tters+/-45 FSF xAx) WALL BMCKEf ANO10R ttFF5+/-50 PSF •TYPE B:y-20 ELOO PAN
El14ATE5
BEAM PER BEAM BEAM SIZE ALUFBNUM SHUTTER BEAM SPAN BFAM SPAN BEAM SPAN BEAM SPAN (MALE/FEMALE): v
SCHEDULE ALLOY SpgH (/40 PSF (+/•60 PSF (+/-60 . (+/-95 PSF CONCRETE HOLLOW 0.42 CONCRETE HOLLOW WOOD -IN CONCRETE D.AN 2%'
M WITH
MAX) MAX) MAX) MAX) BLOCK (Ga0.42 MIN) BLOCK (G=0.42 MIN) 1�°MIN EMBED.AND lye'MIN EDGE
y B'-0• 7'-9' 7'-0' W-4' W-1' A,B,C,D,E AC. B,C AB.C.O.E AB,C,E B,C DIST.
9 2'x3'xl/8' 606J-T6 6'•B' B'-7' 7'-W 7'-0' S-7' AB.C,O,E A.C,E B,C A.B.C.D,E gB,C,E B,C 'IN HOLLOW CONCRETE BIAU(WITH a yg
55551111
EXISTING 5'-10• 9'-2• 8y2• 7'-6• 5-11• AS,C,D,E AB,C,E B,C A,B,C,D,E A,B,C,D,E BA ly•MIN EMBED.AND 2'MIN EDGE p�p
GLAZING DIST, Q8�
8'-0• 9'-7' 8'-7' 7'•10• 6'•3' A,B,C,D,E A.C. B,C A.B,C,O,E AC,E B,C TU B
BEAM PER BEAM M 2'x4'xl/8• 6063-T6 6'•8• 10'-6' 9'-5' 8'-7' 6'-10• A,B,C,O,E AC, B4O AB,C.O,E gB4O,E B,c 'IN WOOD(G=0.42 MIN)WITH I)4•
SCHEDULE m 5'-10• Il'-3• 10'-1• 9'-2• 7'-4• A,e,c,O,E qC, a.0 gB,C,D,E gB,C,E g.0 MIN EMBED.AND%'MIN EDGE DIST. �}
•TYPE C:y"ITW TAPCON SG: O'15
V-0• 11'-5• 10•-2• 9'4' 7-5' AA,C,D,E AC, A,B,C,D,E A.C. B,C -IN CONCRETE(3.3SKSI MIN)WITH ° A
*4"12*10,21'10*15'
063-T6 6'-B' 12'•6' 11'-2' 1D'-2• e'-1' ,CA.E AC. A,B,C,D,E qC, B,C1y.'MIN EMBED.AND 2%"MIN EDGE
5'-10• 13'411'-11• 10'-11' 8'-8• A,B,C,D,E A.C, B,C A,B,C,D.E qC,E B,C DIST.
8'-0' 14'-10' 13'-3' 1Y-2• 9'-e• A9,C, A,B,CD,E A,C. -IN HOLLOW CONCRETE BLOCK WITH061-T614'-7• 13'-3' 30'•7• A,B.C,D,E gB,C,DA A.G. 1)j'MIN EMBED.AND 2°NIN EDGE( HIN DIST.MACHINE SCREWS5•SD37•5' 15'-7' 14'-2' 11'-3' A9.CA.E A, A,B,C,D,E A,C, B.0 INTO y-20 zB'-0• 9'•4• B•4• 7'-9• 6•-1' AB,C.D.E AC. B,C A,B,C,D,E &B,G,E B,C -IN WOOD(G=0.42 MIN)WITH 17/•R1-NUTS OR(1)Y° 063-T6 6'-8• 10•-3' 9'-2• B'-4' 6•-8' A,B,C,D,E qC, B,C A,B,C,D,E A.B,C.E B,C MIN EMBED.AND%'MIN EDGE DIST.5'-10' 10'-11• 9•A• 8'-11• 7'-1• A.B,CA.E Ac, 0.0 AB,C,D.E AB,D.E B,C •TYPE D•:V4•MILLENIUM MILLFAST: CroimNOOr +0Owu9
5.5,THRU-BOLTPER -IN CONCRETE(3.275KSI MW)WITH
UNSUPPORTED 061-T6 8'-0• 17'-3• IS'-6• 34'-1' 11•-3' AB.C, A.B•C.D,E A,C, 1%'EMBED AND 2%'EDGE DIST. 15-2342
VERTICAL MULLION -IN HOLLOW CONCRETE BLOCK WITH seaLei
•MILLENIUM MILLFAST ANCHORS MUST BE SPACED AT 4'O.C.MINIMUM 1Y,"EMBED.AND 2)Y MIN EDGE DIST, PAae oescRIPT1DNi
EXISTING STRUCTURE •TYPE E:@12 SMS W/2'EYEWALL
(TYP.TOP B BOTTOM) ARMOR NYLON INSERT:
K31BEAM CONNECTION TO SHUTTER INCONCRETE(2KSIMIN)WITH2'
EMBED AND 2'EDGE DIST. (r�
3 N.T.S. VERTICAL SECTION IN HOLLOW EMBED ANDCR EDGE E BLOCK WITH
W
v
USE 2*X4*xy4*ANGLE FOR 3'& F(2};4-20 S.S.MACHINE SCREWS A--
IO '
,-20 RN-NUTS OR(1)
S
4-BOX BEAMS,USE 2"XSNY�" .TH -BOLT PER Y.,MAX4
ANGLE FOR S'BOX BEAMS, USE 2lx7'xV4'ANGLE FOR LN. tRU `NK
SU"
TYP.Top&BOTTOM OF BEAM. UNSUPPORTED VERTICAL MULLION
C.CHANNEL BEAMS,TYP. 1. MIN *10 SELF-DRILLING
TOP&BOTTOM OF 0EAPL
50%OF DEAN MIN. SPACINGI SCREW
C E WOlt
WIDTH MIN. ALUMINUM
RIVE 3'MA
.750' am ENDS, MAX C. MOE
si uA
.0
1/2'x1/2"HIM,2"x5"
(9 1
ALUMINUM ANGLE(0.06
).LEG
MIN.THICKNESS).LEG
V
ERT.SECTION) ANGLE MAY BE REVERSED.
�.NSUPP.RT D
T
Li
\\\t w 6063-T5 ALLOY J
E BED. �EMBEO.- z X
MIN, L:i uil7 a
— T_ :4.Tl� 0,a Z 6
(1)Xe S.S.MACHINE (1 Xe S.S.MACHINE o
BOLT WITH LOCK NUT BOLT WITH LOCK NUT ll.s CL BOLT #10 SELF-
(1)XG,S.S.MACHINE CL ANGLES DRILLING
77 �.X
(4)ANCHORS REQUIRED EACH (4)ANCHORS REQUIRED EACH BOLT WITH LOCK NUT _l/ ALUMINUM
P70P
INU (nd
END,SEE BEAM SCHEDULE END,SEE BEAM SCHEDULE SACL owK
RPIETS 3'MAX wk
ANCHOR SPECIFICATIONS ANCHOR SPECIFICATIONS BEAM SPAN FROM 9NDS,12. .0
(BOX BEAM) (C-CHANNEL BEAM) (BOX OR C-CHANNEL BEAN) MAX O.C.
(SIDE VIEW) (SIDE VIEW) (FRONTVIEW) xI MIN.,
USE Z"x7*x%'ANGLE FOR NOTCH CHANNEL ENDS Y4MAX.1 11 rxS*MAX.
C-CHANNEL BEAMS,TYP. 70 RECEIVE ANGLES ALUMINUM ANGLE
TOP&BOTTOM OF BEAM. (0.062-MIN.
MIN SPACING FOR ANCHORS
THICKNESS).LEG
NOTCH CHANNEL ENDS 1. M W BLOCK HOST ANGLE MAY BE
R I REVERSED. "i
IN 6063-TS ALLOY
RECEIVE ANGLES MIN, SPACING SPACING FOR
µ ANCHORS INTO WOOD HOST STRUCTURE
(VERT.SECTION) v,
='.2
2)Y4-'20 S.S.MACHINE SCREWS
M ED, -NUTS OR(1)%'
INTO Y,20 RIV 142X
S.S.THRU-BOLT PER �IMZ�(Mlw,
'4-
BE
LC
T�CQNEI'
P&BOTTOM
NO
TO
(1)7/f S.S.MACHINE UNSUPPORTED VERTICAL MULLION ob
CL
`WITH LOCK NUT (1) S.S.MACHINE (0.062-MIN. HE
BOLT CL BOLT ALUMINUM ANGLE
:.o ,
(4)ANCHORS REQUIRED EACH BOLT WITH LOCK NUT THICKNESS
0
MLEG
T N
END,SEE BEAM SCHEDULE ANGLE Al E Y.-
REVERSED. MAX I u
ANCHOR SPECIFICATIONS BEAM SPAN 6063-75 ALLOY I
(C-CHANNEL BEAM) (C-CHANNEL BEAM) 0
(SIDE VIEW) (FRONT VIEW) 010LLINSEL
G F I'd
DRI
SCREW k
WALL BRACKET CONNECTION OPTIONS SALUMINUM EW
R P
P
EXTER.ELEVATION RIVETS,3-MAX
FROM ENDS,12'
MAX O.C. yy
SIDE CLOSURE NOTESA_ (HORtZ.SECTION)
WITHIN THE HVHZ, .-A Fly
IN LIEU OF SIDE CLOSURE ANGLE,
SHUTTER MAY OVERLAP OPENING BY 1.5
X SHUTTER BUILD OUT DISTANCE. EDGE
2. ANCHORS MAY BE ANY ANCHOR FROM A
y.MAX, DIST
ANCHOR NO�EN SHEET 5,
INSTALLED MAX FROM EACH END, Al_'�\\x
V,,
ST'
AND 12-O.C.MAX,OR 1/4-ITW
L
TAPCONS WITH 1y5 MIN EDGE -FY.'MAX.
Ydi DISTANCE AND L THREAD L%,MAX. 1/2'xl/2'MIN.,JLFti�ior
ENGAGEMENT TO 7Af-MIN PLYWOOD
STL2'x5"MAX.
IA IE. MAX PROM EACH END AND EMBED. ALUMINUM ANGLE
7*O.C.MAX. W MAXT 1\
3, ANCHORS SHALL BE INSTALLED IN \_1/2'xI/Z"MIN., (0.062-MIN.
THICKNESS).LEG
ACCORDANCE WITH MANUFACTURERS' 2•x5•MAX ANGLE MAY BE
RECOMMENDATIONS. Y4-MAX.4NPYFIciOEaq�O✓97cFxarff,a
4. ALL CONCRETE ANCHORS SHALL BE ALUMINUM ANGLE REVERSED.
INSTALLED TO NON-CRACKED (0.062-MIN. 6063-15 ALLOY 15-2342
CONCRETE ONLY. THICKNESS).LEG SCALE:
S. MINIMUM EMBEDMENT SHALL BE AS ANGLE MAY BE iiEDGE PAGE DESCRIPTION-
(VERT.SECTION)NOTED IN ANCHOR NOTE I ON SHEET S. REVERSED. DIST.
MINIMUM EMBEDMENT AND EDGE (VERT.SECTION) (VERT.SECTION) (HORIZ.SECTION) (VERT.SECTION) 6063-T5 ALLOY ("ORIZ.SECTION)
DISTANCE EXCLUDES STUCCO,FOAM,
BRICK-AND OTHER WALL FINISHES.
6. WHERE EXISTING STRUCTURE is WOOD
FRAMING NG CONDITIONS MAY SIDE CLOSURE LOSURE DETAILS
VARY. LD VERIFY THAT FASTENERS N.T.S. SECTIONS
ARE INTO ADEQUATE WOOD FRAMING
MEMBERS,NOT INTO PLYWOOD.
ANCHOR NOTE 1:UNLESS NOTED OTHERWISE BELOW,ANCHORS AT 3-FROM ENDS AND 12-D.C.MAX NN
MMM BELOW)
•CONNECTION IN CONCRETE.
Y4.ITW TAPCON WITH I-W MIN EMBED.AND 2W MIN EDGE DIST.(3.199ST MIN CONC.)
P.17W TAPCON SG WITH 1Y-,'MIN EMBED.AND 2Y2'MIN EDGE DIST.(3.30KSI MIN CONC.)
.
W ELCO PANELMATES(MALF(FEMALE)WITH I%"MIN EMBED.AND 2%w MIN EDGE DIST.(3.32KS1 MIN CONC.)
Y.-20 ALL POINTS SOLID SET ANCHOR WITH%"MIN EMBED.AND 2'MIN EDGE DIST.(3.CKSI MIN CONC.)
:Y4 MILLENIUM MILLFAST WITH 1%'EMBED AND 2 z
W1.EDGE DIST.(3,27SKSI MIN -3
#;2 SMS W/2"EYEWALL ARMOR NYLON INSERT 2'EMBED AND 2"EDGE WEI(2 KSI MIN) %__id
•CONNECTION IN HOLLOW CONCRETE BLOCK:
Y4'ITW TAPCON WITH]Y'MIN EMBED,AND 2%"MIN EDGE DIST.,SPACED AT 4"D.C.MAX.
Y.'ITWTAPCON SG WITH I Y."MIN EMBED.AND 2%*MIN EDGE DIST. *'k,
%'ELCO PANELMATES(MALEIFEMALE)WITH 1 Y'MIN EMBED.AND 2Y,'MIN EDGE DIST.,SPACED AT 6 D.C.MAX. It
9,-20 ALL POINTS SOLID SET ANCHOR WITH%"MIN EMBED.AND 2'MIN EDGE DIST.,SPACED AT 8%`D.C.MAX. flu...XI I
Q Y,'MILLENIUM MILLFAST WITH 1%"EMBED AND 2%*EDGE DIST.,SPACED AT 4y,"O,c MAX
#12SMS W/2'EYEWALL ARMOR NYLON INSERT W/IY4'EMBED AND 2'EDGE DIST.,SPACED AT T.D.C.MAX
•CONNECTION IN WOOD(G=0.42 MIN): 'q ER
Y.'LAG SCREW WITH IY�'MIN EMBED.AND%"MIN EDGE DIST, w ILI
#14 SHEET METAL SCREW WITH I Y2-MIN EMBED,AND-Y,-MIN EDGE DIST. a
ANCHOR NOTE 2;CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN
w
CONNECTION IN CONCRETE: C,
:1
2)VVITW TAPCON WITH 1-%'MIN EMBED.AND 2%"MIN EDGE DIST.(3.19KS]MIM CONC.)
2y4"
I MTA
PCO SGW'TL1%'M'
H
EMBED.A
M8ED'A
N02�'MINEDGE DIS
T33
KS'
MIN
CO
CONC.)
Y"ELCO
PANE� ES(MALE/FEMALE)W1yMIN EMBED-AND 2 "�IN EDGE DIST '3
.32
KS
I MIN C
O
NC.)
A_PCN . OLDSET ANCHOR
WITH
-MIN EMBED6AND . IN EDGE 'STc3.K,.M..CONC
2 MILLENIUM IT.ly4EM DD2 XEDOEISTISIM.N
2 #12 SMS
W12 EYEWALLARMOR NYLON INSERT.,�;EBE.AND EDGE KI MIN)
NOTE:
A. MUM SHUTTER
SPAN
, ,A LAON U'. AN. U7S0 BARS AT-
95PSPREQUIRE A
QUANTITY OF(3)ANCHORS FROM THE OPTIONS ABOVE
q
CONNECTION IN WOOD(6-0.42 MIN):
:
(3)X"ELCO PANELMATE(MALF(FEMALE)WITH I%'MIN EMBED.AND Y4'MIN EDGE DIST.
(
3)
;�"ITW TAPCON SG WITH I%'MIN EMBED.AND W MIN EDGE DIST.
_(2
JZ4 STAINLESS WITH 1 Y.'MIN EMBED.AND Y4'MIN EDGE DIST,
LL LqWMEULZM,5BRoSLPTANINSTALLATIONS W17H MULTI-PANEL SPANS WITHOUT STORM BARS AT-95PSF REQUIRE A <
i7A 69
QUAN717Y OF(3)ANCHORS FROM THE OPTIONS ABOVE QM
•�
..NE 4
SEE I. .-.W CONCRETE BLOCK--:
I ANCHOR SCHEDULE BELOW FOR APPLICABILITY Of ANCHORS TO BE INSTALLED.EACH HOLLOW CONCRETE BLOCK ANCHOR IS
ti
CLASSIFIED WITH A LETTER AS SHOWN BELOW ACCOMPANIED BY A NUMBER INDICATING THE QUANTITY OF ANCHORS REQUIRED
FOR INSTALLATION.THE DESIGN TABLE ILLUSTRATED BELOW APPLIES To HOLLOW CONCRETE BLOCK ANCHORS ONLY-
TYPE(W) Y"ITW TAPCON WITH IY4"MIN EMBED.AND 2%"MIN EDGE DIST. ay
TYPE W K'ITW TAPCON SG WITH 1Y.'MIN EMBED.AND 2%7 MIN EDGE DIST.
TYPE(y) Y'ELCO PANELMATES(MALE/FEMALE)WITH 1 Y41 MIN EMBED.AND 2%*MIN EDGE DIST. 92
TYPE(z) V4-20 ALL POINTS SOLID SET ANCHOR WITH Y."MIN EMBED.AND 2"MIN EDGE DIST. S 9
TYPE(u) %'MILLENIUM MILLFAST WITH I Ye EMBED AND 2%'EDGE DIST,
TYPE(v) *12 SMS W12'EYEWALL ARMOR NYLON INSERT W/1Y"EMBED AND 2'EDGE DIST
'AN $I3 VAXIAW SPAN I %,V4'UAAMUMSHUTTERSPAN
WKH SINGLEPA M WANELSPAN MULTI-PANELSPAN MLXTI-PAWLSPA
PRESSURE SPANNEL SINGLE PANEL SINGLE PANEL 'N
BAN
WOBAR I VAIAR M BAR Wam MEAR _
(.3)(.)W4 1-4 M(0)(0(V4 (WN(,M(y2)(,Z M(y2)Lu)(,3) (w3)(4)W4(4 (�Q)(Y21(12)
_aaPSF 031"
E PSPcwnzs04)ta)(IN)(M (.4613)(0(4) WA WA
0a)03) (14
WMA 11
-low ta)tymaw) DO 03)W) pY3rGarrrnaxr tmHura)10)04 WA (a) 44 N2)
(0)(4) W)03)m(o) 18A N21I 1 9� I I
-93 11 &3) (.3) rmI'Mn.)1 02)43) NTA (.2)(y3)(a)(13) (x2)(ya)(.3)(14) 1 a
-HOLLOW BLOCK ANCHOR SCHEDULE w3=ANCHOR TYPE'w'WITH'3'ANCHORS,
ANCHOR NOTE 3:CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN
•CONNECTION IN CONCRETE:
(1)P*ITW TAPCON WITH 1-Y4'MIN EMBED.AND 2%-MIN EDGE DIST,(3.19KSI MIN CONC.)
1 4
} V ITW TAPCON SG WITH lV,'MIN EMBED.AND 2y,"MSN EDGE DIST.(3.30KSI MIN CONC.) COPYROITRaKEF"EM'SS
1)Y�20 ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED.AND 3"MIN EDGE DIST.(3.OXSI MIN CONC.)
alI MILLENIUM MILLFAST WITH Y4LEONIED AND W21*EDGE DIST.(3.27SKS1 MI 15-2342
12 SMS W12"EYEWALL ARMOR INSERT 2'EMBED AND r EDGE 0W(2 KSI MIN) SCALE:
•CONNECTION IN HOLLOW CONCRETE BLOCK: PACE DESCRIPTKONi
COSNOS WITH IY4'MIN EMBED.AND 29*MIN EDGE DIST.
-Jo ALL
POINTS
LID SET ANCHOR WITH Ma"MIN EMBED.AND 3"MIN EDGE DIST,
• .LENIUM MILLrAsT WITH 1)'*EMBED AND 2%*EDGE DIST�(3.27SKS1 D}
IMON INSERT W/Z'EM8ED AND 2-EDGE INS (2KSI MIN)21#22 SMS W1 Z'EYEWALL ARMOR
!2 •CONNECTION IN WOOD(G=0A2 MIN):
�
1)W LAG SCREW WITH IW"IN EMBED.AND%'MIN EDGE DIST.
1)1114 SHEET METAL SCREW WITH 1 W MIN EMBED.AND Y4"MIN EDGE DIST.
EXTRUSIONS
o.zao• � °,
0.062-JNo.zsa°
' 0.131• 0.075^ 0.131^ o.ms' a' 117 0
I!(....+0
,128° "� 5-�--rq,450•° 0Pn �- ' m i"' 00.3�4I--1.89 8-0.0-62'r0.18-5t-`-r
-$0,3}4-8-"-1.839 R0.062•-r.18N51' D.565' 0.4160'
0 2,55 0,060" 00 0.060^ 0.14 '6
0.
�---02.0.56°200'
0+099"4y 50" 0.613' 0.100" 0.1 0.233' 0O.OSd° 0.375" 125"
75" 0.865'2 0 •---7`S i
•' OT00.1550.402" O.p90°
0.40'28 026•
mp .25
01 .055"
,S 0.368' 0.368'
Ro
in
25"
;, 0.100
2.1 xP6*3'�q'0,320
.
z
0,210' 2.520° 2.270" o ��i Q YU w a
BLADE -y FEMALE MULLION MALE MULLIONV IAMBMB SNAP c HEADER Z Lm�W
i6 6. i'_0, 3 6.=i'0, 4 6.._.V-0• 4a 6,_V-0, 5 6'_11_0" 6 6"-1'-0'
W
�2.750• 3 ui
0.260' 00.270' V.080 PIPE(ARM)SCHEDULE 00.270 °O r
0.500° TVP TYP TYP 1.000"
OUTER TUBE � INNER TUBE
M
OU IpS WALL 0DfAS'1".E PSW'F61� WAIL Oti
0.100 $0.270"
1.000' 0.900' 0.050" 0.875' 0.775" 0,050'
o .39
MAX" t O.SOD° LOCATION VARIES
FV FEMALE MULLION H J -
FOR ADJUSTMENT
2a 6.=1'.0° o 14 ALUMINUM PIPE (INNER)
T- N I
0.100•' 500" 0 6-=1'-0•
0,320• 0.500
H00.270'-'r
-4.000-
-1.2O'y EQ
3'000^ 0.500"
0.500° ¢G
L CAMEL BACK HINGE a 0
FV MALE MULLION ANGLE 13 6"=r-o' 0Typ. z
3a 6.a 1,_0, 11 __ TMP' 15 ALUMINUM PIPE (OUTER) C x 2
-}{-0.062' r vI Ems) E
80.230" 0.385' 6"-3'-0" r
RO.318' 0.100" x.190° MAX
X 39 1.606° �- 8.000" }'
0.393• -+- a.7so "U"" WALL BRACKET
00.432' a
0.59 00.258• 0.307" a
0.062' Typ, �-40.7s0' l3�
0.625• _,.... g 2
7�}-nf-°._° 0.432"
r3 0 - - 6 1-0"
0 o:0• � a
�d.ls6° r LOCKING nP. 0 0.410"-/jFF Q ga z
1.606' 3.000' 3.800" 1.000' 0'250"0 FARED END u a "6g
z zza• 1.060° 0.500" l i s u�� g
HEADER HINGE " FOR USEWI"HPART#2®s3 ONLY . TAB STOP r
7 Z BAR - PROFILE & LAYOUT �2.sow � 0.750• ZQ 6°aro" �
6'=1'-0• ;: 3,=i,-q• GALV. STEEL BENT PLATE g
2.520^ L-PIN - 1f4"£-PIN - 1f4"0 n INSERT FOR MULLION
0.060° 17 5"",i'-0• 19 6,a 11_0"
._L. 2.000•
> .T 0.040 }--_x'2.000• 0.625•
00.132° 06.300° �
po 0 0 0.375'0 N r0,225' 15-2342
0.813 `�[}� SCAM
`*- fo� 6.750"-" -. I7 I I PAGE OESCR2V_„5 Tf�10N.
iS •�L- 1.000• 3.000' 3.000• 1.000° I " II 11 0.327
1.620• 0.750" 0.INS,-l�- }^-S.OpO' �---}0.750
" $ SILL 12 ANGLE - PROFILE & LAYOUT 18 L-PIN - 3 8"p 21 TENSION RING 22 ALT TAB STOP � ��
6•=1'-0° 3" 6"=1= -0� 6• 1'-0' 00