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- FL# FL13434-R4 AUG 14 2011
Application Type Revision
Code Version 2014 PERFAITrING
Application Status Approved St. Lucie County, FL
cr Comments
Archived J
nun
to
1'1... a
Product Manufacturer Town and Country Industries
• s' ,<
Address/Phone/Email 400 West McNab Road
Ft.Lauderdale,FL 33309 I .Y
(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 Bahama
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
9 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 12/31/2016
Validated By ORLANDO L.BLANCO,P.E.
R Validation Checklist-Hardcopy Received
Certificate of Independence FL13434 R4 COI 1ndeo.odf
Referenced Standard and Year(of Standard) Standard YOU
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 EQLliV.Ddf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquQVxydMPwX... 7/15/2016
Florida Building Code Online Page 2 of 2
Sections from the Code
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
Surnmary of Products
FL# Model,Number or Name Description
13434.1 Fuliview Bahama Shutter Impact Bahama Shutter Approved for Use Within&Outside
the HVHZ
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13434 R4 II Dwo.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 R4 AE Eval.odf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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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.-Pursuantto
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 officialcommunication 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:
Credt Card
Safe
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FU LLVI EW BAHAMA SHUTTERP"N"PENDDIIN D NON-HVHZ COMPLIANT) .0
3 GENERAL NOTES
f40.4
3
3.1 r 2 �MAX
12"1 �3' 3°1 � �'MAX 1 �12' 1 f3 ACR DANCE I- THETITH TTHECFLORARIBED BUILD NG CODE(FOC),FOR USE WITHIN ESTED SIE*: x
HEREIN HAS BEEN DESIGNED AND T
HVHZ AND INTERNATIONAL
Z,AS WELL AS COD INTERNATIONAL BUILDING CODE(IBS�t TA ���
AND INTERNATIONAL RESIDENTIAL CODE(IRC).SEE PRODUCT EVALUA170N I '
REPORT FOR ADDITIONAL INFORMATION.
__ --------- 4 -- ------ ------ -- 4-- 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
im
DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS BEEN
O, USED FOR WOOD ANCHOR DESIGN.
w 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH >U W °(
THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN UI Q 6 z
ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS t m W S
a DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OFTHE Z 'v 9 4
LORIDA BUILDING CODE SHALL BE LESS THAN OR EQUALTO THE POSITIVE OR III ~m m 3
a;N N NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY N 3 J
SF Z Z ASSEMBLY AS SHOWN. iy
L7 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED D W••
Lq w N PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. O
o o REFER TO DESIGN SCHEDULE S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING <
E w £ FOR BEAM REQUIREMENT. REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS
o• n REFER TO BEAM SCHEDULE ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED
w FOR SIZE AND MAX BEAM SPAN BY THE AUTHORITY HAVING JURISDICTION.
6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
ZL �LL INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM $
LOCATION,TYP THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN 8 IL rai
CONJUNCTION WITH THIS DOCUMENT.
A 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING (moi
'. 6 . . • • • STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS) 1.1✓Fa 1:0
ft
38"MAX 38'MAX 2x. SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING 0 M
2Y:' 53%'MAX SLAT SPAN 2K' '2 � SLAT SPAN SLAT SPAN STRUCTURE. c P�
58W MAX OVERALL WIDTH 122)2-MAX OVERALL WIDTH WITH BAR 8. SHUTTER MAYBE INSTALLED AS SINGLE PANEL OR AS MULTI-PANEL =m g iti
UNLIMITED WITHOUT BAR SPANS TO UNLIMITED WIDTH,SEE DETAIL Y,&V,FOR MAXIMUM SLAT SPANS.
9. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED
1 SINGLE PANEL SPAN p 2 MULTI PANEL SPAN OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH ADM 2010. y53 SG
6 N.T.S. EXTER.ELEVATION a N.T.S. EXTER.ELEVATION 10.THIS SYSTEM MUST BE CLOSED AND LOCKED FOR WIND AND IMPACT JJJa oOc o
1 Q 1 PROTECTION. THIS SYSTEM HAS BEEN DESIGNED FOR A WIND PRESSURE OF 18 0
PSF IN THE OPEN POSITION. A PERMANENT LABEL MUST BE ADHERED TO THE C
UNDERSIDE OF EACH BAHAMA SHUTTER CONTAINING THE FOLLOWING: 9�' q
.i9 HURRICANE PROTECTION SHUTTER AND LOUVERS TO BE CLOSED AND LOCKED E 8
- - WHEN HURRICANE WARNINGS ARE ISSUED
_ 11. BAHAMA SHUTTERS SHALL BE PERMANENTLY LABELED AS PRESCRIBED IN
TABLE 1 - - TABLE 2 THE ABOVE-NOTED BUILDING CODE AND CONTAIN AT LEASTTHE FOLLOWING:
TOWN&COUNTRY INDUSTRIES v
HVHZ HVHZ FT.LAUDERDALE,FL
- - ASTM E330,E1886,&E1996 MISSILE LEVEL D
ALLOWABLE DESIGN PRESSURES _MINIMUM SEPARATION FROM GLASS TAS 201,202,&203
MAX __ CONFIGURATION MAX CONFIGURATION ___ 12. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED
DESIGN
9 SHUTTER SINGLE MULTI PANEL SPAN SHUTTER PRESSURE SINGLE MULTI PANEL SPAN STEEL,STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM 1 p
SPAN _PANEL SPAN W/O BEAM W/BEAM _SPAN PANEL SPAN W/O BEAM W/BEAM TENSILE YIELD STRENGTH Of 33 KSI. �I
_ ONLY.ALL CONCRETE ANCHORS TO BE INSTALLED TO NON-CRACKED CONCRETE
69° +60/-73 PSF +60/-73 PSF* +60/-73 PSF* .._69° +56/-73 PSF 2/8' _ 3" 2/a"
815/8- +60/-73 PSF _ - +60/-73 PSF* 69" +60/•73 PSF 2 3� 2 e° 14. ALL STEEL IN CONTACT WITH ALUMINUM SHALLBE PAINTED OR PLATED ®® dd
96 3/4° +60/-73 PSF* - +60/-73 PSF* 81 5/8" +60/-73 PSF 2 e" _ - AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE.
" *NOTE:LIMITED TO A MAX SLAT SPAN OF 38" 96 3/4' " +60/-73 PSF 2/g°* - 2 HVHZ(TABLE 1&2)NOTES:
*NOTE:LIMITED TO A MAX SLAT SPAN OF 38" 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 i
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.
-- 3.FOR SPANS BETWEEN TABULATED VALUES USE NEXT HIGHER SPAN.
4SHER
ALLOWABLE DESIGN PRESSURES MINIMUM SEPARATION FROM GLASS 4.TABLE 2 SHALL BE USED TO DETERMINE MINIMUM SEPARATION FROM �pwglmaRme mg_ CONFIGURATION MAX DESIGN CONFIGURATION GLASS WITHIN THE HVHZ.
SINGLE MULTI PANEL SPAN SHUTTER PRESSURE SINGLE MULTI PANEL SPAN NON-HVHZ AND ESSENTIAL FACILITIES (TABLE 3&4)NOTES: iS'Z34Z
WA F SPAN PANEL SPAN W/O BEAM W/BEAM1.NON-HVHZ IS DEFINED AS ALL LOCATIONS OTHERTHAN MIAMI-DADE COUNI T Sinai+78/-95 PSF* +78/-95 PSF* 69" +78/-95 PSF 3 e" 4 e° 2/8' AND BROWARD COUNTY LORIDA. Pae oasauvrtoH,
+ - 0-50 PS +78/-95 PSF* 81 5/e° +78/-95 PSF _ 2/g" 2.TABLE 2 MAY BE USED FOR INSTALLATIONS OUTS[DETHE HIGH VELOCIN_ _ HURRICANE ZONE(HVHZ).
+78/-95 PSF*+50/-50 PSFt*+78/-95 PSF* 96 3/4" +78/-95 PSF 2/e"* - _,_ 2/a- 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 WIND ZONES 1 THROUGH 4,
tNOTE:NOT APPROVED FOR USE IN ESSENTIAL TABLE 4 IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
FACILITIES. PROTECTED OPENING IS REQUIRED.
O rARDD,P.E
STRCTURE(TYP MIND SHEXISTING HOST SEE ET 5 HOR NOTE 1 ON �NRE� MIN SEE ANCHOR NOTE 1 ON SHEET 5 EXISTING HOST SEE STRCNJRE(TYP MIN SHEET 5 HOR NOTE 1 ON 1���
TOP&BOTTOM)/• EMBED. �. TOP OTTOM) EMBED. y4. TOP&BOTTOM) E B Yi �(
FOR INSTALLATION WITH NOTE:SHUTTER MUST BE LOWERED DUG j� No.46
VERTICAL ANGLE(*12) MIN A HURRICANE WARNING.SHUTTER IS N rn Z
IN IN DESIGNED TO REMAIN IN THE OPEN = IJ
EDGE 7 FOR INSTALLATION WITH E E 7 INSERT PIN(*18) EDGE POSITION DURING A HURRICANE. S MA 9
DIST. VERTICAL ANGLE(*12) VERTICALLY THROUGH p15T,
6 1 INSERT PIN(II18) 6 1 ANGLE(II12)&THROUGH 4�/Q'
XISTING VERTICALLY THROUGH ANG 4 S DOUBLE SIDE WALL OF SILL x (ARM TO JAMB CONNECTION)
GLAZING 4 5 (*12)&THROUGH DOUBLE (*8).PIN(*18)MAY BEA5 4
/i
SIDE WALL OF SILL(II8).P LOCATED ON THE INTERIOR 6
MIN GLASS (II18)MAY BE LOCATED 0 MIN GLASS OR EXTERIOR OF LOWER N EXISTING 1 �U 7
SEPARATION SEPARATIONrn > >
THE INTERIOR OR EXTERI BLADES(INTERIOR .I. GLAZING Y Q L9
OF LOUVER BLADES LOCATION SHOWN). w Z m W 3
OPTIONAL (INTERIOR LOCATION 2'x2"x0,090' N C g ti 9 3
INSTALLATION CONT.ALUM U
WITH 3/8'SLIDE SHOWN). ALLOY BEAM,
PIN
THROU H(SIDE ALTERNATE 4 5 2'x4'x%'BEAM, 4 5 a� SUPPORTING ARM,FOR N�m
JAMB AND SIDE SIIDEPIN TSTING OR SOLID BAR v LOCATIONS SEE ARM
SNAPTHROUGH LOCATION 1 1 LAZING 4'x ANY -. 1 ARRANGEMENT TABLE 13 • i/D
ANGLE. THICKNESS(TYP a
Ys'O TOP&BOTTOM) B �5 O Ye-20 x I%'BOLT (SIDE ARM
B NUT OR
ACCESS g ACCESS g MIN WITH
WINGNUT 14 CONNECTION)
HOLE HOLE EMBED.
$ w 1 1
JO
1 1 \,. 1 20
RIV-N 2TS m
T w o I w MIN 1 ' (INTERIOR ARM m ti
' _ ___ _____�__ '�Y �j
A EMBED. 1 ONE PER EMBED. AONE NGLER CONNECTION)
1 rc�$ ^
Y2(i ANGLE 18
SEE ANCHOR SLEE ANCHOR NOTE 3 o O
SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 2 ON ON SHEETS O zm g
NOTE 2 ON NOTE 2 ON NOTE 20 SHEET 5 LOCATE BRACKEF N R 8'-0'MAX PROJECTION(P)
SHEET 5 SHEETS SHEET 5 MID-SPAN HEIGHT OF OPENING ,o
3a TYPICAL CLOSED POSITION 3b BUILD-OUT CLOSED POSITION t3c"N TYPICAL OPEN POSITION 1�•�� ti
2 N.T.S. VERTICAL SECTION 2 N.T.S. VERTICAL SECTION 2 N.T.S. VERTICAL SECTION
1-1/2'MIN.THREAD II14 D SCREWS SPACED 4° WITH 1-1/2'MIN. NO MINIMUM SEPARATION `� o
PENETRATION READ PENETRATION AND FROM GLASS REQUIRED THEHV Z
EXI G-0.55 3/4'MIN.EDGE DISTANCE TO ARM ARRANGEMENT TABLE USE OUTSIDE THE NVHZ
MIN.2X B IN. G=0.55 MIN.WOOD. CONFIGURATION SIDE ARMS INTERIORARMS EXCEPT IN ESSENTIAL
e HOST STRUCTURE, FACILITIES. o
ANCHORED TO 1/4'0 THRU- (1 OR 2 PANELS) (1)EACH SIDE NONE g
N EXISTING RAFTERS 14 4 '1;•if: •..R ,BOLT W/NUT OR
gg BY OTHERS WWGNUi (3-PANEL)<85' (1)EACH SIDE NONE
YC (SIDE ARM (3-PANEL OR (1)EACH SIDE LII®EACH FASTENED WITH 1/4"RIVNUT = eE
fl CONNECTION) GREATER)>85• INTERIOR MULLION JOINT AND BOLT.MAY BE LOCATED g E
(P� 1• °v AT REAR(AS SHOWN))OR a $ 99
2°x4'x0.125'6063-T6 13 BOTTOM OF SHUTIEI(.WHEN e
INTERIOR ARM LOCATED AT BOTTOM Q
ALUMINUM ANGLE 1 NUT R WINGOLT W/ ( INTERIOR ARM BRACKET MAY BE OFFSET (j A
NUT OR WINGNUT, *10 x 2°HWH 410 HT.CONNECTION) ONLY REQUIRED FROM CENTERLINE OF
II14 SS SMS OR SDS OR 1/4-20 THUMB STAINLESS STEEL SCREW FOR SHUTTERS VERTICAL MULLION TO g,
FASTENING SHUTTER HINGE SCREW INTO >85'WIDE. ALLOW FOR'Z'BAR OR O&St�U
7 TO ANGLE OR 1/4-20 SS NIJT TENSION RING(II21) XYLON COATING OR 4 ANGLE IN CLOSED POSITION. 8
MIN GLASS EQUIV.WITH Yi'NYLON ;
" AND BOLT,SPACED 12.O.C. II6 x)4'HWH 18-8 MIN.
SEPARATION END CAP&SPACER
L7 6 MAX. 4"MIN 2 STAINLESS STEEL °�p6
EXISTING OVERLAP 0
R GLAZING 4 5 14, 9 2
g 9 9 9
= 1
I �
INS7ALLLATION MAX DESIGN PRESSURE_+/-50 PSF _ OOPIPoGMBiGNEBRlDDPRTA9
WITH 3/8'SLIDE s 8 5sl[j
15-2342
€ THROUGH(SIDE 3d ALT. HEADER ATTACHMENT ��
z JAMB AND SIDE PAD!DPSeRIPRaw
SNAP THROUGH 10 2 N.T.S. VERTICAL SECTION NYLON 4 1 3 1 4
ANGLE. ;g
WASHER
Y.•-204 TYPICAL PLAN VIEW
ALhRNp� SILL HOST ATTACHMENT AS W/y BOLT"0 BOLT
SLIDE PIN PER DETAILS 3a OR 3b OF 2 N.T.S. HORIZONTAL SECTION
LOCATION THIS SHEET
i N1
'•7� A O
ZS GF
SkN
N (( <6 La
Nm N� 'In
�� SEE ptTAtt.3J4- � '+ei�3 m
as Uj ag$ J
oma
(2)Y4-20 B.S.MACHINE �+WO
SCREWS INTO Y-20 `I
(1)y"S.S.THRU-BOLT RIV-NUTS OR(1)%'
PER UNSUPPORTED S.S.THRU-BOLT PER
VERTICAL MULLION UNSUPPORTED
VERTICAL MULLION m
m
MAX BEAM SPAN SEE DETAIL 1/4 r a a
MAX BEAM SPAN
PER BEAM SCHEDULEPER BEAM SCHEDULE a'g'< 13
�i MID-SPAN BEAM (AS REQUIRED 2 BOTTOM BEAM (OPTIONAL) zm s A.
A.
3 N.T.S. EXTER.ELEVATION 3 N.T.S. EMR.ELEVATION WALL BRACKET ` E�
SP ¢a
(1)M'S.S.THRU-BOLT PER ANCHORS TYPES:
UNSUPPORTED VERTICAL MULLION go
.TYPE A:Y,-20 ALL POINT SOLID SET
ANCHORS: aa,
-IN CONCRETE(3,35KSI NIN)WITH�• `�( p
MIN EMBED.AND 3'MIN EDGE DIST.
BEAM SCHEDULE: IN HOLLOW CONCRETE BLOCK WITH
W MIN EMBED.AND 3"NIN EDGE
MIN GLASS WALLBRACKET ANCRORTYM+-9SPSFMA WAUBRACKETANCHORTYMS(+7.50P KU DIST.
SEPARATION BEAM SPAN BEAMS BEAM SPAN BEAM SPAN •TYPE 0:K-20 ELCO PANELMATES c
BEAM PER BEAM BEAM SIZE ALUMINUM SHUTTERPAN (+/-40 PSF (+/-SO PSF (+/-60 PSF (+/-95 PSF HOLLOW WOOD HOLLOW y,,�D (MALE/FEMALE}: a
ALLOY SPAN
6 SCHEDULE MAX) MAX) MAX) MAX) CONCRETE BLOCK (G.0.42 MIN) CONCRETE BLOCK (G=0.42 MINj -IN CONCRETE(3.35KSI MW)WITH
(+d 1%'MIN EMBED.AND 2%'MIN EDGE
7'-9• T-0" 6•d• 5'4' A,B,CpA A.C. B,C AB•Cp,E AB,C,E B•C DIM R R
EXISTING 2'.3-XI/8' 6063-T6 6'-8• 6'-T 7'-e• 7'-W 5'-7• ABCRE A.O.E BA Ap,Cp.E AB,C.E B,C IN HOLLOW CONCRETE BLOCK WITH 3
GLAZING 5'-10• W-2' W-2" 7'-6• S'.17' A,B,C,D.E AB,G,E B.G gB.GRE JL@.C.D,E e.c IYe MIN EMBED.AND r MIN EDGE pa
B'-0' 9'-7• B'-7" 7'-10" 6'-3' Ap,Cp,E AC, BIC AB,CDE A4E B,C DIST. W d ILpa
2'Y4'xi/B' 6063-T6 6'-8' 30'-6' 9'-5" 8'T 07E
Ap,GD,E A.C. B,C A,Bp,D,E AB,C,E BIC -3N WOOD G Ef 886
r(2 .-2
PER BEAM (Gv0.A2 MIN)WITH 1)$'
DULE 5'-10• 31'-3' I0'-1• 9•-2• Ap,Cp,E PIC, B,C A@,C,D,E As,C,E B,C MIN EMBED.AND Y4-MIN EDGE DIST,
•TYPE C:y'TTY/TAPCON SG:
x W-0• 11'-5• SO'-2• 9'-4• A%e= A,C, AB,C.O.E AC- 9.G -IId CONCRETE{3.35KST MIN)WITH
Q
2'.5'x1/8' 6063-T6 6'-8' 12'-6' 11'-2• 10'-2' Ap,Cp,E AC, A9,CAE A,C. B,C 13''MIN EMBED.AND 2J('MIN EDGE
5'-10' 13'-4' 11'-11' SO'-Il' Ap,O.D-E hC, B,C ABCp,E qC,E s,CDIST.
B'-0' 14•-!0• i3•-3• i2'-2• AB•C• A. Cp,E A.C. IN HOLLOW CONCRETE BLOCK WITHgaS.S. 2•.4x1/4' 6061-T6 6'-8• 16'-3" 14'-7' 13'-3' A,B,C,D.E A.B.Cp,E A.C, lyj MIN EMBED.AND 2'MIN EDGE ;SCREWS V-10' 17'3' T5'-?' T4•-2' 3.0.0.E A AB,CAE AC. E,O DIST,0 8b• 9d' a'd• T-9• Ap,C,D,E AC, B,G A,B,C.D,E Ap,CA B,C -IN WOOD(G-0.42 MIN)WITH I%' fil OR(1) 4'.2•A23'xO.15' 6063-T6 6'-8• lv-r 9'-r B•-4• p.Cp.E A.C, B,G A,B,Cp,E AB,C.E E,C MIN EMBED.AND%'MIN EDGE DTST. a o
-BOLT PER 10'-11• 9'J' W-11• T-1• ApCpE A,C• B•C A.B,C•O.E AB,C,E Bp 'TYPE D':Y4'MILLENIUMRTED U 6'x2'.0.24•A4,1T' 6061-T6 8'-0' SR3iS-6• i4'-1' TIt3• IN CONCRETE(3.275KSlNIN) 15-2342
MULLION Ap,C. he,C,gE A.C. T'i'EMBED ANp 2j,'EDGE DIST.
IN HOLLOW CONCRETE BLOCK WITH sCALE
EXISTING STRUCTURE 'MILLENIUM MILLFAST ANCHORS MUST BE SPACED AT 4"O.C.MINIMUM ly.'EMBED.AND 2% MIN EDGE DIST. AOM OESC PTLD ,
•TYPE E:S12 SMS WJ 2'EYEWALL
(TYP.TOP 8,BOTTOM) ARMOR NYLON INSERT:
[BEAM CONNECTION TO SHUTTER IN CONCRETE(2KSI MIN)WITH
EMBED AND 2'EDGE DIST• v�
s3 N.T.S. VERTICAL SECTION -IN HOLLOW CONCRETE BLOCK WITH
tl 1Y4"EMBED AND 2'EDGE DIST.
USE 2"x4'x'.'ANGLE FOR 3'& (2)Y4-20 S.S.MACHINE SCREWS
4'BOX BEAMS,USE 2'x5•zy.' INTO V4-20 RIV-NUTS OR(1)%' `• 9 /
ANGLE FOR 5"BOX BEAMS, S.S.THRU-DOLT PER
•"�� .
TYP.TOP&BOTTOM OF BEAM. USE ANNE B ANGLE FOR UNSUPPORTED VERTICAL MULLION ---� %—
S
BEAMS,NP. 1' MIN SIO SELF-DRILLING
50%OF BEAM TOP&BOTTOM OF BEAM. MIN. SPA NG SCREW Up{M� NO.
WIDTH MIN. Ll
RIVETS 3° �XrffROIN; rrnn
.750" 5 ENDS,f2'MAXV C.— Y.S (1 • _`y.
1' � N•cY}+C�h
MIN. 1/2'x7/2•MIN.,21x51 -4�•L®� "''
Z ALUMINUM ANGLE(0.062a//
d MIN.THICKNESS).LEG
\ (VERT.SECTION) ANGLE MAY BE REVERSED, ma�yy
EMBED. 0 D. rn M1.IN. A.2 3 6063-TS ALLOY �u-E X ul
o a L� '
(1)1�6 5.5.MACHINE (1)%6 5.5.MACHINE Z m$$w$
\ BOLT WITH LOCK NUT \ BOLT WITH LOCK NUT CL BOLT SIO SELF W W y,3
11
(1)3ie'S.S.MACHINE CL ANGLES DRILLING
3 m
(4)ANCHORS REQUIRED EACH (4)ANCHORS REQUIRED EACH BOLT WITH LOQ(NUT I SCREW OR}fS' U) 3 Y
END,SEE BEAM SCHEDULE END,SEE BEAM SCHEDULE -IIS" ALUMINUM f�•uuP
ANCHOR SPECIFICATIONS ANCHOR SPECIFICATIONS BEAM SPAN RIVETS 3•MAX O
FROM&DS,12' dt
p (BOX BEAM) (C-CHANNEL BEAM) (BOX OR C-CHANNEL BEAM) MAX O.C. Q
b (SIDE VIEW) (SIDE VIEW) (FRONT VIEW) 1
USE 2'x7•xY4-ANGLE FOR NOTCH CHANNEL ENDS _ 1 1/2•x1/2'MIN.,
C-CHANNEL BEAMS,NP. TO RECEIVE ANGLES y"tea-- ALUMINUM ANGLE
TOP 8L BOTTOM OF BEAM.
(0.062-MIN. c
NOTE;3•MIN SPACING FOR ANCHORS THICKNESS).LEG m
NOTAL CHANNEL ENDS 1• MIN 5 •°
TO RECEIVE ANGLES MIN. - SPACING INTO C URE.11EMHOLLOW BLOCK HOST REVERSED.BE
STRUCTURE.1°MIN SPACING FOR M
ANCHORS INTO WOOD HOST STRUCTURE 6063-T5 ALLOY ul11
i (VERT.BECKON) DT
\I II II l7 1• Pq
j�
Z. MIN. -------------- ---- I off; o
EM ED. a 1 2 3 (2)�/"-20 S.S.MACHINE SCREWS QZm'" s o
h MIN. • INTO Y,20 RIV-NUTS OR(1) - g
S.S.THRU-BOLT PER 1/2'x1/2°MIN.,
(1)X6 S.S.MACHINE UNSUPPORTED VERTICAL MULLION 2'x5'MAX. -� `/
mBOLT WITH LOCK NUT CL BOLT ALUMINUM ANGLE p
\ (1)T S.S.MACHINE 0.ANGLES (0.062'MIN. /E
\ (4)ANCHORS REQUIRED EACH BOLT WITH LOCK NUT I THICKNESS).LEG O
END,SEE BEAM SCHEDULE -III ANGLE MAY BE Y.• d
ANCHOR SPECIFICATIONS BEAM SPAN REVERSED. MAX 1 p
O g
P (C CHANNEL BEAM) (C CHANNEL BEAM) 6063-TS ALLOY 1
(SIDE VIEW) (FRONT VIEW) #10 SELF-
DRILLING 3
1 WALL BRACKET CONNECTION OPTIONS ACL um
8 4 N.T.S. EXTER.ELEVATION RIVEFROSANDS 12 °
g� WP
MAX O.C.
4 SIDE CLOSURE NOTES (HORIZ.SECTION)
1. FOR IRSTALCAImir.WITHIN THE HVHZ,
fn iN LIEU
OF SIDE CLOSURE ANGLE,
SHUTTER MAY OVERLAP OPENING BY 1.5 EDGE
X SHUTTER BUILD OUT DISTANCE.
2. ANCHORS MAY BE ANY ANCHOR FROM °0 g
ANCHOR NOTE 1,ON SHEET 5, wF iiEDGE
FDIST•NSTALLED 3'MAX FROM EACH END,
AND 12"O.C.MAX,OR 1/4"1TWTAPCONS WITH 1MIN EDGE {-y'MAX.DISTANCE AND F THREAD � MAX•ENGAGEMENT TO 3.MIN PLYWOOD 2 x x1/2'MIN.,INSTALLED 3'MAX ROM EACH END AND EMBED2'x5°MAX•7°O.C.MAX. V'MAXIALUMINUM ANGLE3. ANCHORS SHALL BE INSTALLED IN 1/2•x1/2°MIN., 0.062'MIN. gAli
ACCORDANCE WITH MANUFACTURERS' �f MAX, 2°x5'MAX. GIB��a�RECOMMENDATIONS.4. ALL CONCRETE ANCHORS SHALL BE ALUMINUM ANGLEREVERSED.ANGLE MAYBEy� �INSTALLED TO NON-CRACKED (0.062°MIN. 6063-TS ALLOY 15-2342
CONCREE ONLY. THICKNESS).LEG
S. MINIMUM EMBEDMENT SHALL BE AS ANGLE MAY BE SCALE'
a NOTED IN ANCHOR NOTE ION SHEET 5. REVERSED. DIST. PAGE DESCRIPTION.
DESC���PTION.
MINIMUM EMBEDMENT AND EDGE (VERT.SECTION) (VERT.SECTION) (HORIZ.SECTION) (VERT.SECTION) 6063-TS ALLOY (VERT.SECTION) (HORIZ.SECTION)
DISTANCE EXCLUDES STUCCO,FOAM,
BRICK,AND OTHER WALL FINISHES. ••
6. WHERE EXISTING STRUCTURE IS WOOD e
FRAMING,EXISTING CONDITIONS MAY z SIDE CLOSURE DETAILS
AREIDVERIFY ONTOAEQUA THAT FASTENERS
FRAMING
N.T.S. SECTIONS
MEMBERS,NOT INTO PLYWOOD. 4 d
ANCHOR NOTE 1:UNLESS NOTED OTHERWISE BELOW,ANCHORS AT 3•FROM ENDS AND 12.O.C.MAX oq I l�E.
ZE00-99bREFFOR BELOW) 90
-CONNECTION IN CONCRETE:
-Y.ITW TAPCON WITH 1V:•MIN EMBED.AND 2%'MIN EDGE DIST.(3.19KSI MIN.CONC.) �.� •• �l ••
-)r ITW TAPCON SG WITH IV;'MIN EMBED.AND 2%'MIN EDGE DIST.(3.30KSI MIN CONC.)
-Y•ELCO PANELMATES(MALE/FEMALE)WITH 1%'MIN EMBED.AND 2%-MIN EDGE DIST.(3.32KSI MIN CONC.) _
-y-20 ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED.AND 2'MIN EDGE DIST.(3.OKSI MIN CONC.)
AMILLENIUM MILLFAST WITH 1W EMBED AND 2�i$°EDGE DIST.(3.27SKSI MIN) � S �m
12 SMS W/2•EYEWALL ARMOR NYLON INSERT W 2'EMBED AND 2•EDGE DIST(2 KSI MIN) .•
°CONNECTION IN HOLLOW CONCRETE BLOCK: o,
VAi ITN TAPCON WITH 1V:'MIN EMBED.AND 2#'MIN EDGE DIST.,SPACED AT 4.O.C.MAX.
VV"ITW TAPCON SG WITH ly'MIN EMBED.AND 2%-MIN EDGE DIST.
-W ELOO PANELMATES(MALE/FEMALE)WITH 1�'MIN EMBED.AND 2K'MIN EDGE DIST.,SPACED AT 6VS°O.C,MAX.
Y}-20 ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED.AND 2'MIN EDGE DIST.,SPACED AT 8%'O.C.MAX. LL d
Y4'MILLENIUM MILLFASTWITH ly"EMBED AND 2VS°EDGE DIST.,SPACED AT 4y°O.0 MAX j U l
-812 SMS W/2•EYEWALL ARMOR NYLON INSERT W/I)'l EMBED AND 2•EDGE DIST.,SPACED AT 7"O.C.MAX L m O S
Zo
•CONNECTION IN WOOD(G=0.42 MIN): N W a
-y"LAG SCREW WITH 1%'MIN EMBED.AND 3/4'MIN EDGE DIST.
-814 SHEET METAL SCREW WITH 1%'MIN EMBED.AND Y1 MIN EDGE DIST, 3 w^3
ANCHOR NOTE 2:CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALLQTY SHOWN N 3
.(b. RN€U7b MOONCRETE: 'D W
p -(2)Y4*ITN TAPCON WITH 1%*MIN EMBED.AND 2%'MIN EDGE DIST.(3.19KSI MIN CONC.) ~O
b -(2)V'4*ITN TAPCON SG WITH 1%'MIN EMBED.AND 2VS'MIN EDGE DIST.(3.30KSI MIN CONC.)
-(2)Vi'ELCO PANELMATES(MALEIFEMALE)WITH I%'MIN EMBED.AND 2%'MIN EDGE DIST.(3.32KS1 MIN CONC.)
-(2)Vi-20 ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED.AND 2-MIN EDGE DIST.(3.OKSI MIN CONC.)
((2J v.'MILLENIUM MILLFAST WITH 1% EMBED AND 21-EDGE DIST.(3.27SKS1 MIN)
-
(1 21
812 SMS W/2-EYEWALL ARMOR NYLON INSERT W 2'EMBED AND 2'EDGE DIST(2 KSI MIN) m
NOTE:ALL 69'MAXIMUM SHUTTER SPAN INSTALLATIONS WITH MUL77-PANEL SPANS WITHOUT STORM BARS AT-95PSF REQUIRE A
QUANTITY OF(3)ANCHORS FR0M THE OPTIONS AB0VE
•CONNECTION IN WOOD(G=0.42 MIN): rn
W�e �Pai
-(3)y��'ELCO PANELMATE(MALE/FEMALE)WITH 1%"MIN EMBED.AND X'MIN EOG DIST. B a
A -(3)YJ'ITN TAPCON SG WITH 1%'MIN EMBED.AND YY'MIN EDGE DIST.
-(2) NLESS STEEL HANGER BOLT WITH 1 I/1"MIN EMBED.AND%•MIN EDGE DIST.
NOVPE•ALL 69'MAXIMUM SHUTTER SPAN INSTALLATIONS WITH MULTI-PANEL SPANS WITHOUT STORM BARS AT-95PSFREQUIREA v �'
QUANTITY OF(3)ANCHORS FROM THE 0P77ONS ABOVE �� O
.CONNECTION IN HOLLOW CONCRETE BLOCK-°: ( i
•• SEE ANCHOR SCHEDULE BELOW FOR APPLICABILITY OF ANCHORS TO BE INSTALLED.EACH HOLLOW CONCRETE BLOCK ANCHOR IS w ¢
m CLASSIFIED WITH A LETTER AS SHOWN BELOW ACCOMPANIED BY A NUMBER INDICATING THE QUANTITY OF ANCHORS REQUIRED C p rj
FOR INSTALLATION.THE DESIGN TABLE ILLUSTRATED BELOW APPLIES TO HOLLOW CONCRETE BLOCK ANCHORS 0NLY. - 3'E O D
-TYPE(w):W ITN TAPCON WITH 1Y.'MIN EMBED.AND 2%'MIN EDGE DIST. O
-TYPE(x) :y ITN TAPCON SG WITH 1V;'MIN EMBED.AND 2%'MIN EDGE DIST. a
TYPE(y) :VY ELCO PANELMATES(MALE/FEMALE)WITH l Y/.MIN EMBED.AND 2%"MIN EDGE DIST. - ¢
R -TYPE(1) :Y.-20 ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED.AND 2'MIN EDGE DIST. 63
h -TYPE(U) :)Y MILLENIUM MILLFAST WITH IV;'EMBED AND 2%*EDGE DIST,
-TYPE(v) :812 SMS W/2°EYEWALL ARMOR NYLON INSERT W/1 Y4"EMBED AND 2'EDGE DIST
WMA)UMUR BHUTTER SPAN SIAW LIAAMUM SHUTIEREPAN SSSlPW1xWL41SHUITERSPAN
MAX(-) SINSIEPANEI KLLTWANELSPAN HULTWAXELSPAN NUL7WANELSPAN
PRESSURE S
SPAN WORAR ww NGLE PAWL WO BAR Wilts SeiGLEPANEL WO BAR WRNi
WPSF �)M)M)M PQI04)1221 h4 (14)cm
(aT (aT(YtT aTIMT QQl(q)PQ)M) (W)(LmM)� W)044� f�(�(+N M)(10)(0 _ e
oo�gc e
a PSF PM(V3)H(u3) W103)(:211a) (w"2)(Y"2) OM(M(24(w) WA 03H,00102) (.3)om"om WA
)Mllv21�) pi�a``qqP1 q SSI e6
-lO PSFPQ)U3)h2HM PQHM CM (�)(W�)1 02) Pm(A 43)(m WA (� � (m PAs)to(m WA OM(Y31 R2)(V4
�0o9
-ssPSF W)omra) Pm mom (W) W)m WA (0"(003) PQ om0)(.31 wa PQ)M1031P9) I I
-HOLLOW BLOCK ANCHOR SCHEDULE KEY:w3-ANCHOR TYPE"w'WITH 131 ANCHORS.
ANCHOR NOTE 3:CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN kPpp
•
CONNE-CF-1-09 IN CONCRETE: goz 9 `
(1) l ITW TAPCON WITH 1i:'MIN EMBED.AND 2%*MIN EDGE DIST.(3.19KSI MIN CONC.) 8
-(1) 'ITW TAPCON SG WITH 1%'MIN EMBED.AND 2%'MIN EDGE DIST.(3.30KSI MIN CONC.)
-(1)V,20 ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED.AND 3"MIN EDGE DIST.(3.OKSI MIN CONC.) 00PYFnff9 &MNGOTRESS
((1)y.°MILLENIUM MILLFAST WITH 1Y4'EMBED AND 2 EDGE DIST.(3.27SKSI MINT 15-2342
-(1)032 SMS W/2-EYEWALL ARMOR NYLON INSERT W 2-EMBED AND 2'EDGE DIST(2 KSI MIN)
•CONNECTION IN HOLLOW CONCRETE BLOCK: SCALE:
- PAae BESrn[PT1oN,
(2)y'ELCO ULTRACONS WITH 1y.'MIN EMBED.AND 2Y,'MIN EDGE DIST.
-(2) 4-20 ALL POINTS SOLID SET ANCHOR WITH%"MIN EMBED.AND 3"MIN EDGE DIST.
((2)VY MILLENIUM MILLFAST WITH 1Y4'EMBED AND 2% EDGE DIST.(3.27SKSI M1H)
-(2)012 SMS W/2'EYEWALL ARMOR NYLON INSERT WJ 2-EMBED AND 2'EDGE DIST(2 KSI MIN)
•CONNECTION IN WOOD(G-0.42 MIN): f-1
VV LAG SCREW WITH 1 W MIN EMBED.AND%"MIN EDGE DIST.
-(1)814 SHEET METAL SCREW WITH I%'MIN EMBED.AND%'MIN EDGE DIST. _
1 I
EXTRUSIONS �(^\ 0.260•
_.._ ._. 0.062'• \'t-' `
0.131• 0.075" 0.131' 0.075• 0.250•
0�1101�0N.4
128° 0o•ggg° R0.062' 0,165' 00.348° R0.062° 0.185' 0.565' 0.460'
2.550° 0.060• 0.060° 0,060'0.050" r�.
. 0' 0.450" 0.613" 0.100• 0.10°' 0.233• 0.140'75' -�- - �_00.155' 02° 75" 0U11,0.865' 1 1 -r I � --r 0.090• 0.125'
m n 0.32". m o0.326• 0.099"°.425' 0.368• ry 0.425' 0.368' .400 105° R0.100• H 0.214° 0.055'
1.792' R0.050' � ; 0,775".44
0.100a2.118'. 30• -•189 -1895• 2.520' 4 X{-t-0.450" . 10' 2.520' ' 2.270° fna` j U'off W a
FEMALE MULLION MALE MULLION FV JAMB JAMB SNAP H z Lm W o�
1 6.=1.�. 2 6.=1._0° 3 6.=1._0. 4. 6"_,.0" 4a 6._1.wo. 5 6.=1._0. 6 6°_1:-0° W IYXII W m
�2.750°--} N w 3
0.260' I 0.500" 00.270° r.oao PIPE(ARM)SQiEDULE 00.270' 1.000' m o
4 TYP. 1YP. ��� °UfERIN6E pD��[pEINN92NBE TMP. a
3 r°Di °DIAN 'DIAME WALL DIAM. 'D1AME WALL Off'
0.100• 00.270' 1.000' -0.900• 0.050• 0.875• 0.775" 0.050" _
1q � t 0.500" O.SOD' a
'o M e 0.395. a
2a FV FEMALE MULLION MAX
LOCATION FORRVARIES
AD3USTMENF m Y u''•
a 6^ 1 - N ALUMINUM PIPE INNER
}�r
Oo.270' A m �4 6'=1'-0"
Soo
- o �i -•--�'1' otff' 0.270•• O z�)��g• pg�
>N
o00' 0.500"
y0.125• 1.2201.188• 4.000•
ti
S �-1.678 -4 3.000"�-2.000'-� L CAMEL BACK HINGE 0.500• ati
g
FV MALE MULLION 1' ANGLE 13 6'=I'-o• °Typ. d
3a 6"- -0• - 11 �{ (�-_ TMP i ALUMINUM PIPE (OUTER) L
' -0.062' 0.385° 1 CJ 6.=1,_0° C g
R0.230'
R0.318° 0.100• 4.190' 1 MAx 3
1.606" 8.000'
0.393• t - 0.750 "U" WALL BRACKET
0 0°.432' c
H 0.062^ Dior. �-}0.750• 13b mo.zse• 0.307° v
0.625•
•09 0.432`
N
6'=1'_0° 0.090• � 3� � e
x•0.186° 1V • 0.250°0
LOCKING c 0.410'
1.606' 3.000• 3.00°° 1.000' FLARED END 111---
2.224'
a HEADER HINGE iORUSEWIINPARYf2&i3o8LY TAB STOP
7 Z BAR - PROFILE & LAYOUT �--2500• 0.750• 20 6•=r, 1� Jill .
6•=1'-0• 10 3•=1'0" GALV. STEEL BENT PLATE
2.520" L-PIN - 1/4"0 INSERT FOR MULLION $;
1.313'
0.060•� 17 6'.I..o. z: 6.=1._D" 1001
�
g 2.000•
T0.090 )-2,000' 0.625• cONPrRmR10 monom g
0 0 �- 00.132• 00.300°
" q 0.813 0 0 0 �°37� �� �D.lzs• 15-2342
1 _ --�- � sCOLD
ore: _
0.75° vacc DescRIPRON:
1.000' 3.000° 3.000' 1.000' f 0 327°
1.620' 0.750" 0.188•-��- 5.000_4 �----x0.750"
8 SILL 12 ANGLE - PROFILE & LAYOUT 18 L-PIN - 3 8"f� 21 TENSION RING 22 ALT. TAB STOP a�
6"=1'-0' 3"=1'-0' 6"=1'-0° _ 6"=1'-0• 6°=1'-°•
s