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Product Approval
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Product Approval Menu>Product or >ApplicaLion List>Application Detail
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.
,4' Validation Checklist- Hardcopy Received
Certificate of Independence F 1L 3434 R6 COI Indep pd
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
https://floridabuildinq.orq/or/or atm dtl.asox�naram=wC;Ftrxnwtnrt<<nvY,�r+nno,+,YnncaaAr_�f ni,nnr,..ot�cen+��+o��rnr, e,��n.r_t�__.._ �... n�� r
-511412018 Florida Building Code Online
FL13434 R6 Eqgiy__Equiv.pff
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
ummary of Products
FL# Model,Number or Name Description
13434.1 Fullview Bahama Shutter Impact Bahama Shutter Approved for Use Within&Outside the
HVHZ
um
L
3
4
m
3
a
4 1
Of Products
ucts Mo lve
Number
r 'W Within h i n i k Outside d the e
9
Ul ew
Limits of Usia Installation Instructions
Approved
u H Y
pproved for use in HVHZ-Yes FL13434 R6 II Dwq_.pAf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. 0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
-95
Design Pressure:+78/-95 Evaluation Reports
Other:
f t t I
ther: Refer to product approval drawing for limitations, FL13434 R6 AE Eval.pd
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:$50-487-1824
The State of Florida is an AA/EEO employer.Cly ht 2007-2013 State of Figd4a.:;Privary.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 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*
Credit-Card
https://floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDaUOVXVCIMpWXOAFRdO/-*)fvNQTANw0/^2fl.cr,.IhAt0/^>fnn-e/I)fhV..lt..--A&...0/'2-40/`04
(HVHZ AND NON-HVHZ COMPLIANT)
GENERAL NOTES
12* 3-1 12* 3' 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DE
3' D
tMAXI �MAXI ACCORDANCE WITH THE FLORIDA BUILDING.11 EDITION UVIEW BAHAMA SHUTTER PATENT#8126298
ND TEST£Dy(SN:
USE WITHIN THE HVHZ AND NON-HVHZ,AS WELL AS THE INTERNATIONAL p Q:-
BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).Sq
ll�'0 z
PRODUCT EVALUATION REPORT FOR ADDITIONAL INFORMATION. ;c'.
---—---- 4 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN
DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS SEE
USED FOR WOOD ANCHOR DESIGN.
3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE >
THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN
ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS
7d o J3
DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE z w
FLORIDA BUILDING CODE SIXTH EDITION(2017)SHALLSE LESS THAN OR EQUAL
TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED
HEREIN FOR ANY
ASSEMBLY AS SHOWN.
L9 SSS 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
a ju
PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. %D
>s a REFER TO DESIGN SC"EDU S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING
REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS
-
FOR BEAM REQUIREMENT.�
--------- REFER TO BEAM SCHEDULE ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED
By THE AUTHORITY HAVING 3URISDICTION.
FOR SIZE AND MAX BEAM SPAN
6. THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE
ALTERNATE INFORMATION FOR A•SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM
Z-BARIANGLE. THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED
LOCATION,TYP
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
CON)UNCTION WITH THIS DOCUMENT. -.Is
7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OFTHE EXISTING
STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)
LIT' "38*MAX SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING
38'MAX _2W irl 4
2%* SLAT SPAN SLAT SPAN -:9 1 :)D
2% 53W MAX SLAT SPAN 2%' STRUCTURE.
SS -PANEL Z@ 6
58W MAX OVERALL WIDTH 122Y,"MAX OVERALL WIDTH WITH BAR S. SHUTTER MAYBE INSTALLED AS SINGLE PANEL OR AS MULTI
UNLIMITED WITHOUT BAR SPANS TO UNLIMITED WIDTH,SEE DETAIL Y,&2/,FOR MAXIMUM SLAT SPANS.
9 ALL EXTRUSIONS SHALL SHALL ALUMINUM AMOY,UNLESS NOTED
SINGLE PANEL SPAN _._,,,�2 MULTI PANEL SPAN OTH'ERWISE* ALL TOLERANCES SHALL BE IN ACCORDANCE WITH ADM 2015. b
10. THIS SYSTEM MUST BE CLOSED AND LOCKED FOR WIND AND IMPACT a
N.T.S. EXTER.ELEVATION N.T.S. EXTER.ELEVATION PROTECTION. THIS SYSTEM HAS BEEN DESIGNED FOR A WIND PRESSURE OF IS
PSF IN THE OPEN POSITION. A PERMANENT LABEL MUST BE ADHERED TO THE Tt
UNDERSIDE OF EACH BAHAMA SHUTTER CONTAINING THE FOLLOWING:
HURRICANE ;;MUTTER AND LOUVERS TO BE CLOSED AND LOCKED
WHEN HURRICANE WARNINGS ARE ISSUED
Ir- 9
11. BAHAMA SHUTTERS SHALL BE PERMANENTLY LABELED AS PRESCRIBED IN
TABLE I TABLE 2 THE ABOVE-NOTED BUILDING CODE AND CONTAIN AT LEAST THE FOLLOWING:
TOWN&COUNTRY INDUSTRI
ESHVHZ HVHZ fr.IAUDERDALI.,FL
ASTM E330,E1886,&E1996 MISSILE LEVEL D
ALLOWABLE DESIGN PRESSURES MINIMUM SEPARATION FROM GLASS TAS 201,202,!Z03
MAX CONFIGURATION MAX CONFIGURATION FLORIDA PRODUCT APPROVAL NUMBER
g Sp
SHUTTER MULTI PANEL SPAN SHUTTER DESIGN SINGLE MULTI PANEL SPAN 12, ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED
i SINGLE __ - I WZTY_ MINIMUM
PRESSURE 1 BEAM
STEEL STAINLESS STEEL,OR 2024-76 ALUMINUM ALLOY WITH A t
SPAN 'PANEL SPAN W/O BEAM W/BEAM SPAN i PANEL SPAN W/BEAM TENSILE YIELD STRENGTH OF 33 KSI.
69;8, 60/-73 PSF +601-73 F* +60/-73 PSF-I Sr +561-73 PSF 23/6' 2Ya- 13.ALL CONCRETE ANCHORS TO BE INSTALLED TO NON-CRACKED CONCRETE
or_
+601-73 PSF - +60/.73 PSF- 69' +60/-73 PSF 1 23/8" 3Y4" 23/g. ONLY. 14
1 963/4. 1+60/-73 PSF- - %0/.73 PSF- 81518" + 21/8' 14.ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED
*NOTE:LIMITED TO A MAX SLAT SPAN OF 38" 96 3/4" +60/-73 PSF 2-Y,'* S PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE.
(TABLE I&2)NOTES:
*NOTE:LIMITED TO A MAX SLAT SPAN OF 38' HVHZ 1.HIGH VELOCITY HURRICANE ZONE(HVHZ)IS DEFINED AS MIAMI-DARE •
, I!ffil
COUNTY AND BROWARD COUNTY FLORIDA ONLY.
TABLE 3 TABLE 4
NON-HVHZ NON-HVHZ ESSENTIAL FACILITIES 2.TABLE I SHALL BE USED FOR INSTALLATIONS IN THE HIGH VELOCITY NOT REQUIRED FOR WIND ZONES 1-4 HURRICANE ZONE(HVHZ)TO DETERMINE THE MAXIMUM ALLOWABLE
DESIGN PRESSURE FOR EACH SPAN.
ALLOWABLE DESIGN PRESSURES MINIMUM SEPARATION FROM GLASS 3,FOR SPANS BETWEEN TABULATED VALUES USE NEXT HIGHER SPAN.
MAX I CONFIGURATION MAXDESIGN ! CONFIGURATION 4.TABLE 2 SHALL BE USED TO DETERMINE MINIMUM SEPARATION FROM 15-2342
SHUTTER SINGLE MULTI PANEL SPAN SHUTTER - SINGLE I MULTI PANEL SPAN I GLASS WITH IN THE HVHZ,
PRESSURE NON-HVHZ AND ESSENTIAL FACILITIES (TABLE.3 S,41 NOTES:
SPAN PANELSPAN W/O BEAM I W/BEAM SPAN PANEL SPAN W/O BEAM wj BEAM
1.NON-HVHZ IS DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-RADE COUNTY FAQ@ pf6=rrWW
69"
7 +781-95 PSF AND BROWARD COUNTY FLORIDA.
+7 +78/-95 PSF Y 2.TABLE 2 MAY BE USED FOR INSTALLATIONS OUTSIDE THE HIGH VELOCITY r6
96 3/4" .+78/-9 PSF' +501-50PSFt-1+781-95PSF-, +781-95 PSF 2Ya'* I 2Va- HURRICANE ZONE(HVHZ).
*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.
tNOTE:NOT APPROVED FOR USE IN ESSENTIAL 4.FOR INSTALLATIONS OUTSIDE THE HVHZ IN ASTM WIND ZONES I THROUGH 4,
FACILMES, TABLE 4 IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
PROTECTED OPENING IS REQUIRED.
SEE ANCHOR NOTE I ON EXISTING HOST
EXISTING HOST EXISTING.0. SEE ANCHOR NOTE 1 ON SHEET 5 SEE ANCHOR NOTE I ON
STRCTURE(TYP MIN STRCTURE(Typ MIN STRCTURE( SHEET 5
TOP a BOTTOM) EMBED. TOP a BOTTOM) EMBED.
P MN
SHEETS P MIN
TL LEM
Top a SO-TT(Di BED.
> N
NOTE:SHUTTER MUST BE LOWERED DURI G.
FOR INSTALLATION WITH A HURRICANE WARNING.SHUTTER IS NOW w
VERTICAL ANGLE(#12) N -0
MIN MIN M' DESIGNED TO REMAIN IN THREE
EDGE 7 FOR INSTALLATION WITH EDGE 7 INSERT PIN(*18) 111 POSITION DURING A HURRICANE. 0
DIST. VERTICAL ANGLE(i 12) VERTICALLY THROUGH DIST. F' :$-
DIST. Ib ANGLE(#12)&THROUGH
181 INSERT PIN(*18) &/
EXISTING VERTICALLY THROUGH ANGLE
DOUBLE SIDE WALL OF SILL (ARM TO JAMS CONNECTION)
GLAZING 4 5 1&THROUGH DOUBLE (iiii PIN i MAYBE All 4 5
SIDE WALL 0 OR EXTERIOR OF LOUVER
MIN GLASS SILL(*8).PIN MIN GLASS LOCATED ON THE INTERIOR 6 1 Ib
18)MAY BE LOCATED ON R EXISTING
SEPARATION THE INTERIOR OR EXTERIOR SEPARATION BLADES(INTERIORi. GLAZING 1gppg,<6
OF LOUVER BLADES LOCATION SHOWN), zz a
.09W
OPTIONAL (,INTERIOR LOCATION Z'xrxO z
INSTALLATION CONT.ALUM W
WITH 3/8'SLIDE L SHOWN). A- ALLOY BEAM,
PIN i 2*x4*xY.'BEAM, R7 SUPPORTING ARM,FOR
THROUGHSIDID ALTERNATE 4 S
JAMS AND SIDE SLIDE FINOR SOLID BAR LOCATIONS SEE ARM
EXISTING 0 W 0
SNAP THROUGH LOCATION181 GLAZING 4'x ANY la Ib la I ARRANGEMENT TABLE 400
ANGLE.- THICKNESS(TYP 13 14
TOP&BOTTOM) Y4-20 x 132'BOLT (SIDE ARM
8 ACCESS a VACCESS I o WITH NUT OR CONNECTION)
HOLE /-\?j HOLE '.v WINGNUT
..... (2)Y.20
mRfV-N JTS
w ki N foo '?A (INTERIOR ARM
Emm, w C. EMBED. ONE PER I ------I-- CONNECTION)
ONE PER
ANGLE ANGLE
'S iii ANCHOR SEE ANCHOR ON SHEET 5
SEE SEE ANCHOR E CHOIR NOTE 3 08
NOTE 2 ON
NOTE 2ON E 2 ON NOTE 2 ON LATBPA
SHEET 5 OCE BRACKET N- 11 - I Bi MAX PROJECTION(P)
SHEET 5
SHEET 5 SHEET 5 MID-SPAN HEIGHT 01 OPENTNG
3a
TYPICAL CLOSED POSITION 3b\ BUILD-OUT CLOSED POSITION /'-3cTYPICAL OPEN POSITION
ce
\�2
N.T.S. VERTICAL SECTION \IV N.T.S. VERTICAL SECTION 2 N.T.S. VERTICAL SECTION
R 1-1/2*MIN.THREAD NO MINIMUM SEPARATION
PENETRATION *L4 WOOD SCREWS FROM GLASS REQUIRED FOR
- SPACED 4-D.C.WITH -GEMENTTABLE
EXISTING G-0.55 MWARRAN USE OUTSIDE THE HVHZ ArI
MIN.2XWOOD IN, IN. PENETRATION AND 3/4' CONFIGURATION SIDE ARMS INTERIOR ARMS FACILITIES.
HOST STRUCTURE, MIN.EDGE DISTANCE TO
ANCHORED TO G-0.55 MIN.WOOD. 1/4-0 Tli (I OR 2 PANELS) (1)EACH SIDE NONE
-
EXISTING RAFTERS BOLT R
Wt NUT ONONE
BY WINGNUT (3-PANEL)iii:85" (1)EACH SIDE
(SIDE ARM (3-PANELOR (1)EACH SIDE (1)0 EACH FASTENED WITH
T
CONNECTION) GREATER)>85" INTERIOR MULUON JOINT AAND BOLT.MAYSHD C NMT
------j
BOTTOM OF SHUTTER.WHEN
ALUMINUM ANGLE 114.0 THRU-BOLT W/ (INTERIOR ARM INTERIOR ARM LOCATED AT 00 M
HUr OR WINGNUT, CONNECTION) BRACKET MAY BE OFFSET
#10 x 2*HWH 410 HT, ONLY REQUIRED FROM CENTERLINE OF tta
8 14 Ss SMS OR SOS
OR 1/4-20 THUMB STAINLESS STEEL SCREW FOR SHUTTERS VERTICAL MULLION TO
FASTENING SHUTTER SCREW INTO
MIN GLASS 7 HINGE TO XYLON COATING OR >BVWIDE, ALLOW FOR'27 BAR OR
ANGLE OR ; 1 1 ANGLE IN CLOSED POSITION.
!in TENSION RING(*21) EQUIV.WITH W NYLON i
SEPARATION 1/4-20 SS NUT AND BOLT, 3 #6 X%"HWH 18-8 MIN.
6 SPACED 12'D.C.MAX. END CAP SPACER i
4'MIN 2 STAINLESS STEEL
EXISTING i OVERLAP
GLAZING 4 5 141) 9
9
OPTIONAL
+/-SO Pff
INSTALLATION 11 AX DESIGN PRESSURE
WITH 318*SLIDE 5 5 15-2342
P (#I
THROUGIN H SI 1a 2 JL3f�ALT. HEADER ATTACHMENT
JAMB AND SIDE li EAN Dpacraiiii
SNAP THROUGH 2N.T.S. VERTICAL SECTION u la Ib q
ANGLE. NYLONOla ID 3
...................................
WASHER Y4'-20 FUV-NUT q TYPICAL PLAN VIEW
It
ALTERNATE STILL HOST ATTACHMENT AS Wif Wo BOLT
SLIDE PIN PER DETAILS 3a OR 3b OF N.T.S. HORIZONTAL SECTION
LOCATION THIS SHEET
FRANK L.
- _ - _ ................... DSlD NARDO.P.E.
r
N
IcN
o�
FS
Ieu
WNmt!Kz
�
6T m 'SsSEE DETAIL 1/4 �3 0
W ..
(2)Y4-20 S.S.MACHINE p Y
SCREWS INTO y4-20
RIV-NUTS OR(1)%"
P
(1) SS.THRU•BS.S.THRU-BOLT PER
PER UNSUPPORTED ED UNSUPPORTED
VERTICAL MULLION VERTICAL MULLION
MAX BEAM SPAN MAX BEAM SPAN SEE DETAIL 1/4,• c � ag
PER BEAM SCHEDULE PER BEAM SCHEDULE
Ea. �
MID—SPAN BEAM (AS REQUIRED) �2� BOTTOM BEAM (OPTIONAL) ` 5
3 N.T.S. ExrER.ELEVATION
N.T.S. EXTER.ELEVATION WALL BRACKET
(u 35 S.S.THRU-BOLT PER ANCHORS TYPES:
UNSUPPORTED VERTICAL MULLION cc
•TYPE A:K-20 ALL POINT SOLD SET m 9
ANCHORS: (I
k i -IN CONCRETE D 3*MI MIN)EWITHST. E p
MM EMBED.AND R MIN LOGE DIST.
BEAM SCHEDULE: -1N HOLLOW CONCRETE BLACK WITH
a %MIN EMBED.AND 3-MIN EDGE
MIN GLASS DIST.
-- -- WALL BRACT ANCHOR TYPES .1-95PSFMAX WALL BRACKET ANCHOR TYPES s/-50 PSPM_••TYPE B:%-20 ELCO PANEIMATES
SEPARATION ALUMINUM SHUTTER BEAM SPAN BEAM SPAN BEAM SPAN BEAM SPAN
BEAM PER BEAM I BEAM SIZE i I (MALE/FEMALE)!
(4/-40PSF (♦/-50 PSF (f/-60 PSF (i/-95 PSF' HOLLOW WOOD HOLIDW i WOOD
S SCHEDULE �� I SPAN MAX) MAX) MAX) MAX) CONCRETE BLOCK CONCRETE I(G-0.42 N[N)'� -IN CONCRETE(3.35KS1 MIN)WITH
4 (G-0.42 MIN) BLOCK I AV MIN EMBED.AND 2%"MIN EDGE pp
5'•1' A.B,C.D,E A.C. B,c j A,B,Cp.E A,B,C,E B,C DIST. 5 S
-IN HOLLOW CONCRETE BLACK WITH a EXISTING 2'a]'x1/B• 6063.76 , 6'•8' 8'-T )'-B' 7'-0' S'-)' A,B,Cp,E A,C,E B,C , A,B,CA,E A,B.C,E B,C p g t
5'-10• _ 9•-2' 81•2' _ 7'-6• 51-11- A,B,CD.E A,B,C,E B,C I A,B,CA.E A,B,CAE ! B,C IV MIN EMBED.AND 2'MIN EDGE ,I
GLAZING -----'— --- -- - _ - --' DIST. S�U
--r8'-0' 9'-T 8'-T 8'r 6'-3• A,B,C.O,E A.C. B,C I A,B,CAE A,C,E B,c _IN WOOD(G=0.42 MIN)WITH 1Y,"
BEAM PER BEAM j 1'a4'xl/8' H 6063�T6 H_6_e' 30'-6' 9'•5' 8'-T fi'-10' A,B,C,D,E A.C. B,C I A,B,C,D,E Ap,C,E B,C MIN EMBED.AND%'MIN EDGE DIST.
SCHEDULE S'-30' ll'-3' 10'-1' 9'-2' 7'i' A,B.Cp.E A.C. B,c A.B,C.D.E AS.C,E-, c •Type C:s'ITW TAPODN SG:
Lc 6'•0' It'•5' 10'•2' _ 9'-4' _ 7.5' A•B,CA.E _ A,C, A,e,CAR A.C. B,C -IN CONCRETE(3.35KSL MIN)WITH B�
.y M 2•a5'x1/B• 6063-T6 6'-8' _ 12'-6•_T_ 11•-2' 10'-2' - e'-1• A,B,C.D,E A.C. A,B,Cp,E A,C, _ B•C 1)'i MIN EMBED.AND 2 'MIN EDGE B
1d� I 5'-10' 13'•4' 11'-13' 10'-11- B'•B- A,B•C,O,E A.C. B•C A,B•Cp•E_ A,GE DC DIST. LLlyyy will,
-0' t4'-10- 13'-3• 12'-2' 9'-8' A,B•C, A•B•C,D,E A,C, -IN HOLLOW CONC-2'a4'x1/4• 6061-T6MACHINE SCREWS _� sao17'-s• LS'-r t4'-r 31'-3• ABCO,E A A.B•C,D•E A,C, B,C OLST•
INTOE-20 0( 8'•0' 9'•4' B'-4• 7'-9' 6'-1' A,B,C,D,E A.C, B•C __A,B•C.D,E A,B,C.E B,C 'IN WOOD(G-0.42 MIN)WITH I%4' 111io
R7-1 NUTS OR(1)3e 4'12'x1 23'x0.15' 6063.76 6••B•-' 10'•3' 9'-Z• - 8'-4---t_ 6'•8' _ ABC DE _A,G B,C A•B,C•O•E A11,C,E 1 e_C J• M1N EMBED.AND Y4'MIN EDGE DIST. c r
10'•11' 9'-9• B'-11' 7'-1' A.B.D,DE ' A,C, B,C A,B,C,O,E Ap,C,E B,C TYP[D':S'�MILLENIUM MILLFASf: 00PYW01RBBIBBrBB6fE86
3i S.S.THRU-BOLT PER -IN CONCRETE(3.275KSI MIN)WITH 15-2342
UNSUPPORTED V 6'a2'x0.29'x0.17' { 6061-T6 B'-0' 17'•3' 15'-6' 14'•1' Il'-3' A,B,C, p,e,C,O,E A,C. 13;•EMBED AND 23S'EDGE DISI.
VERTICAL MULLION - - -IN HOLLOW CONCRETE BLOCK WITH H -
EXISTING STRUCTURE 'MILLENIUM MILLFAST ANCHORS MUST BE SPACED AT 4.O.C.MINIMUM 1S5'EMBED.AND 2%'MIN EDGE DIST. PARE oaatlmoHu
•TYPE E:t12 SMS W/2'EYEWALL
(71P.TOP&BOTTOM) ARMOR NYLON INSERT:
BEAM CONNECTION TO SHUTTER IN CONCRETE(2KSI MIN)WITH 2•
EMBED AND 2'EDGE DIST.
3 N.T.S. VERTICAL SECTION -IN HOLLOW CONCRETE BLOCK WITH.
IS;'EMBED AND 2'EDGE DIST.
i
FRMK L 9F.NMAxO(T,G.E.
USE 2'x4'xY4 ANGLE FOR 3"& (2)):-20 S.S.MACHINE SCREWS h ipI
4'BOX BEAMS,USE 2"xS'XV4' INTO V4-20 RIV-NUTS OR(1)V Y4'MAX.-1} /
ANGTypLE FOR 5'BOX BEAMS, S.S.THRU-BOLT PER I <S ""
ANGTYP,TOP&BOTTOM OF BEAM. USE 2'xTx% ANGLE FOR UNSUPPORTED VERTICAL MULLION
C-CHANNEL BEAMS,TYP. MIH gtC1R0�SyEy1F-D `
50%Of BEAM TOP&BOTTOM OF BEAM. MIN., SPACING ALUMINU N PEU04
WIDTH MIN. ..yy ~_
.757 I
R=WE •FIAQII C. Lr Ip *L
as 0 M;
M[N. 1/2'x1/2"MIN.,2' 40.
ALUMINUM ANGLE{0.
MIN.THICKNESS). �S @
Dk 4n (PERT.SECTION) ANGLE MAY BE REV
EMBE\\0. EMBED. w i' 6063 TS ALLOY r i_ VaE
MIN. UT Q
(1)I/s'S.S.MACHINE (1)F/a S.S.MACHINE Z i,l
BOLT WITH LOCK NUT BOLT WITH LOCK NUT 810 SELF- " ICI W ,N{.!
CL 84L7 gq
(i}Tho`S.S.MACHINE CL ANGLES gDRIL13NG L G
(4)ANCHORS REQUIRED EACH (4)ANCHORS REQUIRED EACH BOLT WITH LOCK NUT ALUMINUM POP Uf
END,SEE BEAM SCHEDULE END,SEE BEAM SCHEDULE W .
X ANCHOR SPECIFICATIONS ANCHOR SPECIFICATIONS BEAM SPAN FROMSEHdS 12" 00 a
M (BOX BEAN) (C-CHANNEL BEAM) (BOX OR C-CHANNEL HEA") MAX O.C.
(SIDE VIEW) (SIDE VIEW) (FRONT VIEW)
USE 2'x7'x):'ANGLE FOR NOTCH CHANNEL ENDS Y4'MAX.i- 2 W MAX,
C-CHANNEL BEAMS,TYP. *DN
ALUMINUM ANGLE
TOP 8 BOTTOM OF BEAM. %ICK'MIN.
' NOTCH CHANNEL ENNOTE:3"MIN SPACING FOR ANCHORS THICKNESS).LEG Gl
TO RECEIVE ANGLE5 INTO CONCRETE/HOLLOW I EM IN SPA BLOCK HOST ANGLE MAY BE
STRUCTURE.1"MIN SPACING FOR REVERSED, w
., ANCHORS INTO WOOD HOST STRUCTURER 6063-TS ALLOY 4 m B
1 i (VERT.SECTION) Qyp
1 1 1 1 Oyu•nz -------------- "---- 2 .SSEMBED. 2 g ( )Y4-20 S.S.MACHINE SCREWS n1l
In INTO Y4-20 RIV-NUTS OR(1)%'
SS.THRU-BOLT PER 1/2'x1/2'MIN.,(1)hE"S.S.MACHINEUNSUPPORTED VERTICAL MULLION ALUMINUM ANGLE
BOLT QWITHUIR LOCK H OLT
(1)Ae S.S.MACHINE ICL ANGLES (0.062"MIN.
(4)ANCHORS REQUIRED EACH BOLT WITH LOCK NUT 't� THICKNESS).EEGMI .
END,SEE BEAM SCHEDULE ANGLE MAY BE ANCHOR SPECIFICATIONS BEAM SPAN REVERSED, MAX yyyyyy
6063-TS ALLOY ; I
(C-CHANNEL SEAM) (C-CHANNEL BEAM) f 10 SELF-
(SIDE VIEW) (FRONT VIEW) 33
gDR{ILLEL�yI�NGR�;(
1 WALL BRACKET CONNECTION OPTIONS MAINUM PQY
4 N.T.S. EXTER.ELEVATION RIVETS 3'MAX
FROM ErNDS,12"
MAX D.C.
(HORIZ.SECTION) �' c
SIDE CLOSURE NOTES
WITHIN THE HVHZ,
IN LIEU OF SIDE CLOSURE ANGLE, R .E
SHUTTER MAY OVERLAP OPENING BY 1.5 u� EDGE ¢ u
X SHUTTER BUILD OUT DISTANCE.
2. ANCHORS MAY BE ANY ANCHOR FROM DIST.
�r ANCHOR NOTE 2 ON SHEET S, }: Yi MAX. uFm3 $ D &
} INSTALLED 3'MFO(FROM EACH END, W N3
W AND 12"O.C.MAX,OR 1/4'ITIN
TAI'CDNS Wr 1% MIN EDGE }-Y4'MAX.
DISTANCE AND FULL THREAD y4".AX.
ENGAGEMENT TO T��55 MIN PLYWOOD 2x5"1MAXMIN., jig
o
INSTALLED 3'MAXFROM EACH END AHD -1- EMB O.
7.O.C.MAX. Y:MAX. Q OL�2N ALUMINUM ANGLE
3. ANCHORS SHALL BE INSTALLED IN i/2"xII2"MIN., W
ACCORDANCE WITH MANUFACRREkS' y'MAX. 2"x5'MAX. m THICKNESS).LEG
RECOMMENDATIONS. ANGLE MAY BE Yi MAX. �y
4. ALL CONCRETE ANCHORS SHALLBE ALUMINUM ANGLE REVERSED.
INSTALLED TO NON-CRACKED THICK"MIN. 6063-TS ALLOY 15-2342
CONCRETE ONLY. THICKNESS}.LEG
k 5. ME . I
MINIMUM EMBEDMENT SHALL SEAS ANGLE MAY BE EDGE SCAIi.
A NOTED IN ANCHOR NOTE 1 ON SHEET S. P OI
MINIMUM EMBEDMENT AND EDGE (VERT.SECTION) (VERT.SECTION) (HORI2.SECTION) (VERT.SECTION)REVERSED. (VERT.SECTION) DIST. (HORIZ.SECTION)
DISTANCE EXCLUDES STUCCO,FOAM,
BRICK AND OTHER WALL FINISHES.AND
6. WHERE EXISTING STRUCTURE IS WOOD N
FRAMING,EXISTING CONOmOKSMAY 2 SIDE CLOSURE DETAILS
.�, VARY. FIELD VERIFY THAT FASTENERS
$$$ ARE INTO ADEQUATE WOOD FRA41NG Q, N.T.S. SECTIONS .lj
MEMBER'S,NOT INTO PLYWOOD.
{{til tt FRANK L.B NKALIM,P.E.
ANCHOR NOTE 1:UNLESS NOTED OTHERWISE BELOW,ANCHORS AT 3-FROM ENDS AND 12'O.C.MAX
(�AB 'pAET13HBELOWI
•CONNECIION INCONCRE'TE: �p �0c; .•.....
Yi iTW TAPCON WITH 1% MIN EMBED.AND 2)Y MIN EDGE DIST.(3.19KSI MIN CONC.) <C
-Ya ITW TAPCON SG WITH IV4 MIN EMBED.AND 2Y1'MtN EDGE DIST.(3.30KSI MIN CONC.) _C No PE0046549
ELCO PANELMAIES(M WFEMALE)WITH 1W MIN EMBED.AND 2Y2'MIN EDGE DIST.(3.32KSI MIN CONC.)
Y4-20 ALL POINTS SOLID SET ANCHOR WITH lib'MtN EMBED.AND 2"MIN EDGE DIST.(3.OKSI MIN CONC.)
-Y+'MILLENIUM MILLFAST WITH 13'y•��E�MBED AND 2K'EDGE DIST.(3.27SKSI MIN) * w
-4"12 SMS W/2•EYEWALLARMOR NYLON INSERT /2-EMBED AND 2'EDGE DIST(2 KSI MIN) ! �7J a
•CONNECTION IN HOLLOW CONCRETE BLOCK: O,�'., STATE OF ,
Y4'ITW TAPCON WITH IY4'MIN EMBED.AND 2)y MIN EDGE DIST.,SPACED AT 4.O.C.MAX. i F FLORIDA M�j$
-Y:ITIN TAPCON SG WITH IV,'MIN EMBED.AND 2%'MIN EDGE DIST.
- th
Y�ELCO PANELMATES(FWE/FEMALE)WITH 1Y,'MIN EMBED.AND 2%'MIN EDGE DIST.,SPACED AT 6)5'O.C.MAX. Z W `
-Y4-20 ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED.AND 2'MIN EDGE DIST.,SPACED AT B%7 D.C.MAX. �i�,�Nlilt
AL{EC,
Y,'MILLENIUM MILLFAST WITH IY.*EMBED AND 2%'EDGE DIST.,SPACED AT 4%'OX MAX — v Q
-I12 SMS W/2-EYEWALL ARMOR NYLON INSERT W/I Y4"EMBED AND 2"EDGE DIST.,SPACED AT 7'Q.C.MAX 19tp
•CONNECTION IN WOOD(G=0.42 MLN): Z 9 '+
-Y:LAG SCREW WITH IY2'MIM EMBED.AND 314'MIN EDGE DIST. IO.s'4 tu s� Z
-F 14 SHEET METAL SCREW WITH lY2`MtN EMBED.AND%"MEN EDGE DIST. IE
to W a
ANCHOR NOTE 2:CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN
OWN-FC-OW IN CONCRETE: „b4 t] Y
•-(2)Y4"ITIY TAPCON WITH 1Ya MIN EMBED.AND 2Y MIN EDGE DIST.{3.G9KSi MTN CONC-)
(2}',"ITW TAPCON 5G WITH lyj MIN EMBED.AND 2Y2'MM EDGE DIST.(3.30KS1 MIN CONCJ
-(2)y,•ElCO PANELMATES(MALE/FEMNE)WITH 1Ti'�M[N EMBED.AN�2.
2)S'MIN EDGE DIST.(3.32K51 MIN CONC.)
-(2}Y4-20 AtL POINTS SOLID SET ANOTOR WITH lib'MtN EMBED.AND MtN EDGE DIST.(3.OKSI MIN CONC.)
((2)y`MILLEN[UM M141FA5T WITH ly'EMBED AND 2S4"EDGE DIST. .275KS1MI2) 412SMSW/2'EYEWALLA(U4RYNNSERT j2'EMBEQ AN2"EDGE Dl (2 KSI MtN) $
NOTE:ALL
69'MRXINUM SHUTTER SPAN INSTALLATIONS WITH MULT7•PANEISPANS WITHdUT STORH BARS AT ASPSF REQWRP A
QUANTITY OF(3)ANCHORS FROM THE OPTIONS ABOVE
y •CONNECTION IN WOOD(G-D.42 MIN): f- Z
' 6 n)
K •(3)Y�ELCO PANELMATE(MAU FEMALE)WITH 1%'MIN EMBED.AND Y•'MIN EDGE DIST. x
-(3)y4 TIW TAPCON SGWITH 1,b`MIN EMBED.AND%"MIN EDGE DIST.
-(2) 4"STAINLESS STEEL HANGER BOLT WITH IYi"MIN EMBED.AND Yi MIN EDGE DIST. o
NOTE.ALL 69`MAXIMUM SHUTTER SPAN INSTAGIATIONS WITH MULTT PANEL SPANS WITHOUT STORM LIARS AT-95PSF REQUMAR
QUANTITY OF(3)ANCHORS FROM THE OP77ONSABOVE Z@
•CONNECTION IN HOLLOW CONCRETE BLOCK--: �
•• SEE ANCHOR SCHEDULE BELOW FOR APPLICABILITY OF ANCHORS TO BE INSTALLED.EACH HOLLOW CONCRETE BLOCK ANCHOR IS E
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 BLOC(ANCHORS ONLY.
-TYPE(w):Yi"ITW TAPCON WITH 1% MIN EMBED.AND 2Yt'MIN EDGE DIST.
-TYPE(x) :y4"TTV7 TAPCON SG WITH IY."MIN EMBED.AND 2%'MLN EDGE DIST. g'
R -TYPE(V) :YA'ELCO PANELMATES(MALE/FEMALE)WITH 1%'MIN EMBED.AND 2 'MIN EDGE DOST. {
# -TYPE{z) :Y4-20 ALL POINTS SOLID SET ANCHOR WITH MIN EMBED.AND 2-MIN EDGE DIST.
TYPE(u) :y"MILLENIUM MRLFAST WITH ly4'EMBED AND 2Y2'EDGE DIST.
? -TYPE(v) :412 SMS W/2"EYEWALL ARMOR NYLON INSERT W/1 Yi EMBED AND 2'EDGE DIST
Iw LWI(•)
WWOLEPAN& GPM
f4"NAX►AL1YLNlfTER SRAM 61 BT'1KCM1l1u6MJ7Tgt 6PAN p63.�•MA)IIUVN 6NVhTR 6PAN
RRES9LRE 6WQ.E PANH. IEA2LPANLI6PAN 6ttOtE PANEL WLYIPANfL6RAN MIAhPANE1.
SPAN ti4SAA WrTYR f Frew I W8M tYiC2BAR WMAR
-S3 PSE (•'11calwad) tal WltafM) Mi (tYaUl{af taJ t�aJ{»7 ta}tYl)WH») Ix3)(m)(m (�i(W)M)(� (.2)(ai M) WtW3l»ItaJ Sq §c 5Q
4 4b PSE (4)tA)(.2)MIj.4MIA MA
HdH✓IHaf MIl•2)ty2Hal (.ni1+211✓A WI 1r3)(•2)1Y2H.2) 8 S n p
(») (aJBN(a.)(») ((.2)(121l TaI M)(a)M) IaIM) W3)M)
-ro PSF ("4)(a)UIf(a) M1(a)(✓2l(a)
(alM)1a1M1 laltol(»1 {»)(v21 TaI M)IalMl WA M1(v2} (al M)(a)(a) NA (a)MI(a)M1
0 PSF- talfalt»! W1 fatlY`1llw) {a)M1 wA G2)M}(s2)M! t•2HY1)(d)(14) NSA t•z)Mlta)(»)i e ��
• -
*HOLLOW BLOCK ANCHOR SCHEDULE KEY:w3 ANCHOR TYPE"w'WITH-3-ANCHORS. 4
ANCH_- :CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN r.
CONCRETE: T r
} -((t]Yi"IiW TATKON WITH t�'MIN EMBED.AND 2)S"MlN EDGE DIST.(3.19KSI MIN CONC.) @ R
-(1)y"ITW TAPCON SG WITH 1Yi MIN EMBED.AND 2))'MIN EDGE DIST.(3.30KSI MM CONC.) owamelilmE PIg"m
I))i-20 ALL POINTS SOLID SET ANCHOR WITH tib'MEN EMBED.AND 3"MIN EDGE DIST.(3.OKSi MIN CONC.) w
((1 )"MILLENIUM MILLFAST WITH lY'EMBED AND 2YS•E[N3E DIST.(3.275KSI M[NI 15"'23'TZ
-(1]J12 SMS W/2"EYEWALL ARMOR}IYLON INSERT W(2-EMBEO AND 2"EDGE DLST(2 KSI MIN)
ilJttffi
•CONNECTION IN HOLLOW CONCRETE BLOCK:
12)V4'ELCO ULTRACONS WITH lY4'MIN EMBED.AND 2)Y MIN EDGE DIST.
2)%-20 ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED.AND 3'MLN EDGE DIST.
2)Yi MILIENIUM MRIFASI WITH IY'ENBED AND 2S4'EDGE DIST.(3,275KS1 MIN)
2)of 12 SMS W/2'EYEWALI A GIRV LMOBN INSERT W/2-EMBED AND 2-EDGE DLII(2 KSI MIN)
•CONNECTION IN WOOD(0-0.42 MIN): .�
-(1)Y'LAG SCREW WITH W MIN EMBED.AND 3a`MIH EDGE DISI. tNJ
-(1)It 14 SHEET METAL SCREW WITH I)1'MIN EMBED.AND%"MIN EDGE DIST.
EXTRUSIONS
0*U75-
77 7
0.128"
341 R0.062'- 0.185- 00.348' R �62 0.185' 0.565y, 0.460' 0.060"
03;' 00
'"'i
0
2.!.50" 0.450 0.613' 0.10o.i- �.060 0.1 • 0 0.233' 0.140'
0.125'- kO.125-
0.050* 0.280"
75
0.250*
-0.075" 0 075" 0 062'
-0.402' 0 T 00.
0.131' 0.131'
-
10D.155' FL271 -i - LO-326
.865' 0.090, 0.099, Z
T-= LZ...326;rO-3- 0. 0
j 4, 2
2j
R.-I-0.
0.105°
--r
`
1.792"
.79�' RO.0-10 .77-
+A 0.:
li I c
0 326" 24
TT- 0:425" 0.368' 0.,
00.105- R0.100. 0.214- 0.055" An
RO.050" L
2;
1.792" 0.775' -0.100,
2
--0.3120' 1.895' 1.895'
2.118' o
0.210* >
0.450' "T
1.063 2.2 :l
BLADE FEMALE MULLION MALE M JAMB SNAPHEADER
ULLION FV JAMB 3 A M B S N
2 34a -',rlA 6 Z Rfi
6- 1'-W 6--1'-0- 6'-1'-.' w
6
0.260' 2.750"---- rL
8 , 0.280.1 In ce 6: w
w
0.521' r 00.270" .080 PIPE(ARM)SCHEDULE 0D.270" I.ODO" 0 w
80.081, 0.050" 0.500' - Typ Typ. Typ. f i
-- OUTER TUBE INNERTUDE
0200, gW gb!RE I W- OUTSIDE Ig
RO.D*50" 00.270", - . Ory� P,00 Typ*
3.663" 1.000' 0.900' 1 0.050" 0.875- 0.775' 0.050"
4.0D0" , 0.Soo" OD'
FV FEMALE 19
-0,395
11 MAX ZLOa.-O.,VARIES
4 BLADE
Glb6.-1
� MULLION
0. FOR ADJUSMENT
6- I'-o* I
14, § :--,,ALUMINUM PIPE (INNER)
00.270'J
0. .4 A-T 6-. To.
in H
0 Soo" 011,270'�,
• 0.320' 0.5DW
1.220" -1.188-
3.00D"---1 E
FV MALE M L CAMEL BACK HINGE .100, 0.5.� ce
- -0. MULLION &MGqLLE 6--I'-0' Typ ---\ALUMINUM PIPE (OUTER)
6 -1. -� (D--
-4---0.062' 6- I,_--
R0.230"
"u 0.100' 4.190" MAX 5
80.318' 1.606" 8.000,
gg 0.393• 0.751 0.307'
.393". LL
6 D-1 c OD.258-
0.062'- . rfp "0.750'
14 0 625'
0.432'
------------------------------------------- ANGLE
6. 1.,.
0.410*-1
1.606' -3.D00"-+-3 .250"0 LOCKING
2.224' �-4imo- FLARED EN�,
HEADER HINGE 1711 BAR - PROFILE & LAYOUT FOR USE WITI PART#2 OMY TAB STOP
6--V-0- 10 3'-1'-0' �-2 GALV. STEEL BENT PLATE 2 6'-1'-0"
520 L-PIN 1/4"0 INSERT FOR MULLION 16313"::::l jig
t--02060- 0.
6" R4
D4. 32'
L A
t
-4- @
6'-1'-0' \:t.:W 19 6- V-0-
0.090 j 12.D00' r0.625'
0,09,
-T 00.132' 00.300"
0.375 0.125'
0.813 1 15-2342
F f XCAM . 1
O��3�. �3.. �LOWFA� rnml
Lot 5�� LLJU-
ga
.620' 0.188" 0.327')
--U. 0.750' 0.7SO"
r.1111-S Q:�g�,�AAN�GLE- PROFILE & LAYOUT L-PIN 3/8"0 --,\TENSION RING TAB ALT. TAB STOP
O�E
6�T-0�