HomeMy WebLinkAboutPRODUCT EVALUATION REPORT�.� Y .�. ENGINEERING EXPRESS®
PRODUCT EVALUATION REPORT
ENGINEERING EXPRESS EXPERT
PRODUCT EVALUATION REPORT
August 4, 2017
Application Number: FL13757.1-R6
EX Project Number: 15-2338
Product Manufacturer. Town & Country Industries &C
Manufacturer Address: Fk McNab Road Laud FL 33309 St j4c/gcoo,
y
Product Name & Description: 6.8 Accordion Shutter
Large Missile Impact Resistant Accordion Shutter
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
De aitment of Business and Professional Regulation (Florida Building Commission) Rule Chapter 6?C20s
3:005, FA.C., for statewide acceptance per Method 1(d). The product noted above has been tested
and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition
(2017) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of
this product shall be required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
• PRODUCT EVALUATIONDOCUMENTS
EX drawing #15-2338 titled n6.8 Accordion Shutter', sheets 1-13, prepared by Engineering Express,
signed & sealed by Frank L. Bernardo, P.E. is an integral part of this Evaluation Report.
• TEST REPORTS
Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202
test standards per test report(s) #0353-1102-07 (signed and sealed by Vinu J. Abraham, PE) by Hurricane
Test Laboratory LLC (HTL) and test report #98-016 (signed by George Dotzler) by Construction Testing
Corporation (CTC).
Large missile impact resistance and cyclic loading performance have been tested in accordance with
ASTM Ell 886-05 & El996-05 and TAS 201 & 203 test standards per test report(s) #0353-1102-07, #0353-
0512-09 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test
report #03-024 (signed and sealed by Yamii G. Kuri, PE) by Construction Testihtll Corporation fCTCI.
• STRUCTURAL ENGINEERING CALCULATIONS �pQl�giriite' I Valid for
Structural engineering calculations have been prepared which 4?t _i __ �—
evaluate the product based on comparative and/or rational Za4gsd
analysis to qualify the following design criteria: _ AUG 07
1. Maximum Allowable Spans
2. Maximum Allowable Design Pressures -
3. Minimum Glass Separation r4nk$T4WwKard4
160 SW 12TH AVENUE SUITE 106, DEERFIELD BE
PHONE: (954) 354-0660 - FAx: (954)
ENGINEERINGExPRESS.COM
vamecrmuanm.cm�wvumn.ra-wiett�m.i wnm„xvaammo�ra�crrnwrrsurwrnn.�avuwmw.�me
2017
Town & Country Industries — 6.8 Accordion Shutter Page 2 of 2
4. Anchor Spacing
5. Anchor Capacity
No 33% increase in allowable stress has been used in the design of this product.
Separation from glazing is required for use within the HVHZ and essential facilities. An equivalency letter
is provided with this evaluation report for equivalency to ASTM E 1996-09.
Impact Resistance:
Large Missile Impact Resistance has been demonstrated as'evidenced in previously listed test reports,
and is accounted for in the engineering design of this product
Wind Load Resistance
This product has been designed to resist wind loads as indicated in the span schedule(s) on the Product
Evaluation Document (i.e. engineering drawing).
Installation
The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e.
engineering drawing), along with all components noted therein.
The product components shall be of the material specified in the Product Evaluation Document (i.e.
engineering drawing).
Limitations & Conditions of Use:
Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering
drawing)'as noted herein.
All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed in this product's respective anchor schedule. Host structure conditions which are not accounted for
in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered
professional engineer.
All components which are permanently installed shall be protected against corrosion, contamination, and
other such damage at all times.
This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ)
160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
MiWECfvl6meIKGP00NYNR11.h�. V WR0.0N.� fYPA��R®�60]CYMY{CN/0.vlliYl6Gik4HffikVYAg1fG�LIX
TABLE 1
ALLOWABLE SPAN SCHEDULE
FOR SE WITHIN
THE HVHZ
H HZ
� P�RIVE
N
PWrtrvE WND
HySQ
�sliN M/IN
1NTE N1TH
NEGATIVE
ITH
WRH
CEME/A�IMTE�
WING LOAD
Wino 11NC
O o,PlFI
C)
,]u)
µy
Ona (i)
toxolHSiws••
]]8_
laa•
1Y'
_lE0_'
_ 35= Id•
50' I
le0'_
30.O�Ml�
_
I58•
1fA'
]50 NT
_ ROD'
115
1m'
100 _ _ 13]
LBO 1]]
111
Ib'
ee.o 139•
60.0 _t ._ j ...
lw•
131'
te6•
_ 85:0 y. 121' ..
Dw
- 143-
]6.0 i 11T
!ZP
1]3'
B0.0 115'
lw
1n
_mu lo•
IZD•
i2w-
_
80.0 11r
11B'
121'
_mD
__I17'
1ta'
1m_
_ -_fOr_
_ .. ._
_115._0 _ I _
_ROT.,
1300 10 101'
_ 105'
100'
1]50I
_
IB3'
IMO
ee
o---
m-
145.0
or
160E
Bp
65A
m•
1B6A
_B1'
76'-
1B00
+Pao _____.._�.._
_
m•
-'Bs-
6.8 ACCORDION SHUTTI
FOR USE WITHIN AND OUTSIDE THE HVHZ
TABLE Z
MINIMUM SEPANA� FROM GLASS
-FOR I16@WITHIN THE71Vgi -
YN N
POSIrvE
FROM O
fIGM GLASS
DESIGN
W9TAIIATIOIN OL4TAWNW TS
PRESSURE
AN
EPNI
SnABOVE ]0'IEOYE
P3f)
(Psf)
I
OWE OWE
IN.1 IN.1
TB.]
160•
a.4'
36•
a0
158"
Ot
3a'�
ap
20
or
p
3p
Ss
13r
dr
xc
14V
_
7
35
Pr
-
_tm• _
_ae__
T
w
3p
1ii�
xr
- a.e-
w
30•
U.
W
W'
30•
t.p
1m•
Sp
2.2'
131'
a.]•
3.6•
30
1 r
. _1
CI'
!_� 30
r_ 15
70
Bi-
3.
3E•....__
W
31Y_
TV
Be
90
w
]Y
2.7
3b
3a
�11B.•
30
z!
1lp
9]
33
W
30
A
RO
61
-7
a0
i -IV -
•• FOR BUIMOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE
TABLE C ON SHEET 6/13
TABLE 1 AND z NOTES:
1. HVHZ: DEFINED AS MIMI-DADE COUNTYAND BROWARD
COUNTY FLORIDA.
Z. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN
SCHEDULE' ABOVE ARE MAXIMUM ALLOWABLE DESIGN
PRESSURES AT EACH RESPECTIVE SHUTTER SPAN.
3. THE 6.0 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND
OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE;
IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE
BEAM WITH THE BACK OF WE SLAT FACING OUTWARD. FOR
THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES
AS NOTED IN TABLE I ME IN THE DIRECTION TOWARDS THE
HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN
PRESSURES ME AWAY FROM THE HOST STRUCTURE.
4. LINEAR INTERPOLATION BETWEEN SHUTTER SIMS 15 NOT
PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE,
THE DESIGN PRE55URES FOR THE NEXT HIGHER SPAN SHALL
BE USED.
•• FOR BUILDOUT MOUNT MAXIMUM
SPANS AND PRESSUNES, SEE
TABLE C ON SHEET 6/13
TABLE 4
ALLOWABLE SPAN SCHEDULE =-0
ASTM ESSENTU\L'FACTLITES ONLY =A
DESIGN
DESIGN61
vRESEUEb'AN
(PbF)
WN GL FROUAGATICN
fROY r+Ass
MTNI T-
.ANIL
GRADE GRADE
044 ,P1.1
In
Ep
lap
_3.1_
eB
]a
40
Pa _
31'
Vf
Im.
31•
1A ___
___
1'dl
z.Y
13r
a.a'
xr
+aa•
e.e•
4.r
T.r
p
3A•
as
+3r
e.e•
xt•
'w
Sa'
a2
BO
W'
it•
1.1•
Pp
1•
- xa-
tm•
%s.1'
l•
z.
p
9.t•
21
t4a•
a0'
ap
in
1.3:r
A
w•
Iv
IV
-. 1_P -_
'10__
13r
Er
40
N
w
11'
I.r
N'
1P
-1A'____
or
31'
IV
U0.
IT-
M.
61
it
in
w•
IV
r
N•
1t_
1.B'
Po'
I,
35'
11P
3T
xr
w
x1•
1_r
IV
09' I-
A1'
Ir
10a'
3.1'
10'
TABLE 3 AND 4 NOTES,
1. NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER.THAN
MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
Z. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTER SPAN
SCHEDULE' ' ABOVE ME MAXIMUM ALLOWABLE DESIGN
PRESSURES AT EACH RESPECTIVE SHUTTER SPAM.
3. NO SEPARATION FROM GLASS 15 REQUIRED FOR
INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF
THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES,
4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND
OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EAAMPLE: IT
IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM
WITH THE BACK OF THE SLAT FACING OUTWARD.
5. LINEAR. INTERPOLATION BETWEEN SHUTTER SPANS IS NOT
PERMITTED, FOR SPANS BETWEEN THOSE INDICATED ABOVE,
THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE
USED.
OP
I
_GENERAL NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10
11
12
13
14
16
16.
17.
18.
19.
20.
21.
22
23.
TOWN & COUNTRY INDUSTRIES
FORT IAUDERDALE FL
MISSILE LEVEL D - ASTM E186 , E1996 & E330
TAS 201 202 & 203
FLORIDA PRODUCE APPROVAL NUMBER
ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25
CONSISTING OF THUMBSCREW, PUSH LOCK OR
THE
yi
LOI
i, VARIES - NO LIMIT
TYPICAL ACCORDION
SHUTTER ELEVATION
N.T.S.
* .; No PEOpa8608
Ai
�.p�: BTATL OF
TRACK
'TON TRACK
15-2338
R
t
C7 SILL
SLAL Y. HALY SIZY
1,601,
Y ZSe" payL.
C;yLTYF_8_e LA_BLADE
SCALE HALF SIZE
NAIL
BUILD OUT WALL
SCALE. HALF SIZE
O
HEAVY 2—LEG WALL
LITE 2—LEG WALL 1�
0
'\`\
SCALE HALF SIZE
SCALE; HALF SIZE
ERE SHOWN
-n 11p
SCREW BOSSES
h5
& FELT GROVES
1025--1
ARE OPTIONAL ON ALL
�0 SILL ADAPTER
.l SCALE HALF SIZE
oll 30225 314
.u69 0113325"
5QR
0. a.
1162 069'
SCALE:
C STARTER
SCALE rtIALF SIZE �
L sloe
•n9v'.
21T"
,yJ
• 16.8 STACK CONECTOR SLAT/BLADE
5 SLALL. HALF SIZE
D8 EXTENDED SILL
LALE-HALF 512E
.133•
104LEILING HEADER/SILL
14 SCALE, HALF SIZE
I
I
l
IJ05• I
n
- TTF
051u•
ID EXTENDED SILL ADAPTOR
SCALE- HALF SIZE
10,
'MJD SILL
10,
SCALE: HALF SIZE
'y V Loeo•..�
Vw—I v
.60?' } 630• U96
2 o.us• u,
RADIUS CEILING HEADER/SILL N 0A96•
I6 SEALE, HALF SIZE loo•
o.Deo• o^,
.420'
Ig WALL SILL CLIP
SCALE MALI` SIZE
111111111 EMHE L. XExxME9<FE.
uE ".
7
U RE0046549 ':O' _
C 1 9•
do
i ,OF •.,6TATE
�630• /i�PONAI I�L\\
UK
2.728•
Lu
LITE HEADER/SILL ,C j
SCALE: HALF SIZE E
i
Z6: "In n u
2.365•
085•
no"=
N
0 9,510'�Y
12 MID SILL. ADAPTOR
SCALE: HALF SIZE
WALL SILL
SCALE, HALF SIZE .
I
TT'125' \
g ANGLE
SCALE, HALF SIZE
NY ALUMINUM
L wN M
1r1,-NY NLU MINION
' I�' OPTION PLLHIN1i
�k/J OPTIONAL)
EL
410 HT S.S.
INSERTS SCREW w/
INTO TC PLTRACOTC COATIIJG
T RArP ITYP TOP & DOTTUMI
16U5MNC w/ VIASHf R,
n r 1/Z" VIER INTER10m J0II4ITOP
BUSHING ASSEMBLY' DETAIL
SCALE, HALF SIZE
623'
C-9)')0 CC.B CIENI'ER MATq 30
..1 SCALE HALF SIZE \
n
20 RECESS SILL
SCALEI HALF SIZE
375m
Y10-24 1HUM0
SCREW--,L( -
yVlll N �
V w
Co. USE WITH
AI10 ®ONLY
21 SLIDE. ROD
SCALE, HALF SIZE
t-T.250-
1 .357'
G16' III
.°62•.r]Iv.l
^ .154'='1
137'
BZg BOX CENTER INSERT
SCALE: HALF SIZF
236•
I
31 MALE BOX CENTER
SCALE.. HALF SIZE
STAINLESS STEEL
AS 200 HY
3ZOm HUIe
W050' NYLON
WHEEL
1,100" ,i40"
TYP AT EVERY OTHER
INSIDE JOINT AT TOP
CYLVIDCN-EOLIDDRASS,NICDLL PLATED
Zp ROLLER ASSEMBLY MOUSING-26C OICASTFOWOER COATED
KALEALE: qL FSIZE UOTD HAY BE ALI OPERAIEDOUTSIUE OR THUMB
TUPN OPERATED INSIDE.
23 BRASS PUSH LOCK
SCALE' HALF SIZC
21 RAINGUARD
GALE: HALF SIZE
9 000'
500-
1
22A'
pg OF.CORATIVE FLOOR TRACK
SCgLE'I'IALF SIZE
_Z `A. No YEO046549 n
1 V `.O_•. STATE OF
33 OUTSIDE: CENTER MATE 3q INSIDE CENTER MATE
SCALE, HALF SIZE SCALE: HALF SIZE
'STEEL OAIt6ESS ^_
_ 5500' r 13/16' WIUC �-'-{ ADO- STEEL iVI'
n 1 HEAD STYLE VARIES
A 1 �� 3O 3g THAUMB Lb U LRslz[
1/4-'2Ox, M 5/16-I HxI
'n N^ MACHME SCREW 55TAINLESS
s1116"m RdYFPoNAL 97EG.
fHk6AD y '
Cj/ T-SCREW INSERT 9
4.5OD' �, j-1.609' POWDER COATED, ZINC OIB•CA5i C3_ $CALCFULL SIZE
SECTION A
DEUA MODEL STEL 3t`� T-LOCK .ADAPTER
n4UuSLLO srsTEL6 (OPTIONAL) f 7DUD___
l/yg\f BOXSCALP
LOCK SCAIe HALT 6ae 39 2X1 ANGLE
`✓ SL'ALF' IIALP 511E
SCALE' HALF SIZE
NO1F. AITACNNENI SCREWS FOR
ENO SI OOPS SHALL BE 110 TORA
OR PMLLLIPS DRIVE SCREWS,
HANDJOKIDAD ONLY
D5n• rww
N '
000 40b 40c
^+ END S'ERIP 1"
p Y & I EXT
w Nt.lu' SCALE: HALF SSIZE
EXISTING
TYPICAL PLAN VIEW
SCALE- 3" = 1'-0"
■
2" x S" MAX
Y BE FEWER!
TENrA TO IN'
SILL(INTERIOR)
TATE OIrk
F/Ofl101
3 •— f 4
'190 29L' , /ll
1 NAL
13
21 ]0 IS
f-yJ)II
_ 13 t3 29 94
I
V —N12 x i/4"' GALVANIZED pOTTOM �1/4-20 THUMBSCREW (EXTERIOR)
OR 5.5 MS. 3/16"0 ALUM INTO CENTERMAT ES 113
1/4-20F1 THUMBSCREW INTO POP RIVET. OR 1/4-2D TO 2/3 SHUTTER SPAN RECEIVING HOLE
THREADED ROLL". LUCA fEO MACHWE BOLT 6 NUT SHALL bIL B/0"
1/3 SPAN TO 2/3 SPAN FROM [l0 MAX WIDT
BOTTOM OF SHUTTER FOR GLADES 10 v N:'GrUP
se'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY
ON BLADES > 8-3'% ONE C. 1/3 SPAN S(ALEf 3" = 1'-0'
AND ONE AT 2/3 SPAN FROM t+f TOPI LOCKING DETAILS FOR
OF BLADE. 1"YPICAL FOR LULNINO,
CENTER MATES ' \
SHUTTERS , A b1 PUSH LOCK2 'MOWN ONRANDOM
MAY BE SUBSTITUTED. WHEN USED WITH DETAILS
CEI•ITERMAlE 429 AS SHOWN, RECEIVING - SEE FNu 51 NIP SMLWLf
HOLE FOR THUMB SCREW MAY BE T/16" � 7 USING [OaMEN MAX, EPANWHEN
. [O6 UN aYa
b U
END STRIP Si
��un�
(INSIDE)
yam, r1�
COX
'•�"�ryr"LM`
I
U
SILL
U1 I
El
I
I-
C
l
1
USE (1) PRASS PUSH
LOCK UU N
TIR114R SCREW INl'O
�
• %,i
IIII L
J
D RISE1
TlUll-j L01N TO 1' (3�j
AT 123 SPAN TO 2/
SPAN RECFIVIN-
MOLE SHALL BE 3/8'
11AX WIDT II, OF' TO 1" Q
nEIG IT
/- IYPICAI, OUTSIDE
CORNER CLOSURE
--
DETAILS WO/CORNER ROSE
NIS
(OUTSIDE) r
{ORGNEATEP 6PAM4 V.IDae9
-- -II— TNI .Nl wkxosl N'
XVXJLI, END blurs AAQILAk.
xr.wD' U.,Ax.. Nm S AN
LIONGaNYANOI.. .
MOWN SOIEOWEI NIW4'T"
5[RLW0N449DNXT10ENO
SINW.
OTYPIC.
CCL
AL
INSIDE CQR14ER CLOSURE
DETAILS
WO/CORNER
J \ 40, USE APPROPRIATE
_ ` PROVIDE
STRIP ID
_�� lJ A VROVIUG L'ONNI11 FOR
NO HIlIL01NG L'ONUIIIOYS.
FASTEN STARTER
STRIP 1110 TRACK W/
ATIICURRIE'RCREWS
ALTERNATE END STRIP DETAIL (HAND-11GH1'EN OIILYI.
SLFLE+3" = 1'.0" ANY TRACK
W/SCREW BOSSES.
F.X15'F ING ILA55
�A
(_
�-
EI
C'Ty��3,
is
" S'
Obems
USE 111, BRASS PUSH LOCK
OR IN S/1u-1b TMUMb
• SCREW I�110 THREADED
INSkPi If91 AT t/3 SPAN
FROM
BOTTOM OF rSHUTTER'
(INSIDE)
SILL
l/
IJ
i 30
W+
�
is 13 23
Inl ltclnrl l
:9 \L—L`r
USE Ill BOX LOCK AT 1/3
SPAR SPAN FROM
BOTTOMM OFF SHUTTER
MULTIPLE SHUTTER ASSEMBLY
KCAL 13. 1'-U"
I
14EI
2`A5I ENeas
EACH ANGLE —
O
GR :" r 4 L 1/b"
ALUM A1JGLE
THREE 3/16'0
ALUM,
POP RIVETS
OR
THREE 01. SHS,
TABLE A (Fnl
VIIEswRf V9 uLa/nA&e IENGI31
33
124•
17V
02
Or
ITt'
P3
114•
I65•
103
• I50
'IV
9T
IW
�i4T
1)1• J-
-3�
_&Y
_114•
SIZE — C2 CONNE
F I l \ DEFER EN,
2 \ SCH DULI
j �V1 SPACING -
II III Ci CNNE
SCHEDULI
SPAC.ING-
•_1F\. 11 I ALl'FRNATE THRU BOLT
f'!"�•/;'�-3n6"Y ALUI9 pOP 'L�— CI CONVECTION TYPE
V.-1 RIVET OR 4112 SMS I kEFL'ReNCC AI4CHOR
Ca I9" U.L. ITYp I I I SCHEDULE FOR IHAX.
MAY USE MALE OR
YEMALE LDCK-SEAT)
TA
PAEMA
�ME
63
`n
W
ea
93
102
ILI
iw
BL
QV
3/Ie FIVf. OR OH
s, 1 (0 Ili u.E UN \
1/4-LY NUT Y HUL 1 Tf
II YI'.I 3/16'» AL UI`1 POI
ALUM. TULC RIVET OR RR SH'
406)-TO At' I.
IC'tl L1TYh1
1L ,OR
51 ! PASTENEFS
10N SIZE THREE
ANfi6'
L UML
0 ' AI.k1M. �' 1CINLE 5/IG W ALL
A LE. fYP PC, i FIVFTS IIF
IT 1.2'. Il 51'li 1
1 2" P -
13 ALUM
.P". ve'
AI UI-I. ANGLE
44 uS1 HALF OR FEMALE
LOCF SLAII
C1
Uq IYPIL'AL CURDIL'F CLOSIIRF. DEl"AILS
J Iv15
EE INSIDE FILL MOUNT SECTION
SCALE'Y. V0"
1111111Ij
vE➢016w'9-m 1(:�"gay
l`"\\,
,
-2010.U�TtuE OII,,�009fi54
•
92
VUT 90'jl',-O C�OR
SMEZA! O.0
tiN
P. 1010 FOTTOMI*
',• STATE OF
14
Rg
'0 F
i SC` . 3GRID,N
YI �lM
DE!L
ONAL e
W
o
2
w o
13 U,I
�(
alY
WW $N9A
IY gp
s II-wr
v
�1-
2�
�I
1/A" MAXI FROM PIN
��
' I
11^--
2OIO TO OUS-7! IN(v
- \—2" a 3" >t .125"
6063-T6 ALUM. TUBE
0DnALTERNATE BUILD OUT MOUNT SECTION
SCALE 3"= 1'-U"
ACCORDION SHUTTER
PER PRODUCT APPROVAL W
APPLIGBIE AT TOP t`u
ANO OR BOTTOM , E K 4'
2•A 3•X1;'XS�XZSTING
2.IZ5•CONTINUOUS
OR 2••
3' XS:X CONTINUOUS1-T6AW ANNM
ANGLE
MIN. THICK 6061-T6ANGLE
N TIUCK FASTENED
MISTING 3 XS1AINV
SCRTWS A-20
STry1E
HOSTM
T3ENCRETE
DS AND AO.CCONCRETE
ENDS AND 9'O.G.3BSTRUCTURE
ine BAlAnce
15•2336AT
OOD ULTMEGTN
3FFROM
ENDS ANDNS ISTING CONCRETE
4' O.C. FOR BALANCE
HOST STRUCTURE (300D
Fd9�YNG6IDIblE
WITH 1 %• MIN
PSI MIN)
EMBEDMENTAND24-
MIN EDGE DISTANCE,
SEE TABLE C FOR MAx SPAN AND PRFBSURES
STAGGERED PACING, 3-
MIN.BPACING,TYP. 1 LMOUNT
SC NINTS
v SCALE
0
C5 CONNECTION TYPE FMRKL.9ExNAR00, P.
REFERENCE ANCHOR EXISTING \\11\DTI IPf9wbwv l&,itti
FOR Bill, O-'J+_ FOR E11d SCHEDULE FOR MAX. STRUCTURE\\
ME
TAME SPACING `} 'eLN -
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011 LACK lu Y( IARf - ` i$'.
SFF ITT ru_�I el OR DOOR OBAR TALE12 uu-dM REFERENCEORANCHORIV VW/NUT QiL,T¢b(FS. ON
E: FOR NV!Il N Yf TABLE R •-'� SCHEDULE FOR MAX,MA%0�61/11 xu 5M5 WI bCLf TTO I 6549 _
SIT IFNIE 2 � G M TOO SPACING
TO, MY, '�-13 hwkIX fURATIO tj 1= i / (TVP TOP_X�BDT TOMI * -
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12 /2"SM LW IP OC E.S. LL'_ ON3/tL^U ALUM POP 1�u1,r p m _SUR`�ONI ROR ., B
OR 1/16 w ALUM.POP W j R vETS IEJ 6- U C uH v4'N p ((��
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NIVE IS L. UL ES ,,1 ALUM POP RIVE1 IQA 12' 0.(: ,\ ss NLL
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ld 1:" U L. E 5 - -� I -�- 1/4_' hIA% 1 ROM PIN ASSEMBLY 1/1, MAX, FROM PIN TIX 13 m W j u �lll M 1 III
q nNo uu 1/2' 1/_2' TrP. u BII Hl7c ,nYOON o
L. GUIDE TO BUSH1146 0 - WASHER ITYP.1 E'�Li�1�- EJpy( j1 R Y
ASSEMBLY— - WASHER(TYPI jI GLASS —4(IW TOP _ yt,r onw uff,l $MEs NlR!^
/ 121'` 112 TYP EXISTING CONCRI E. W! - _ - 4 CONNECTION TYPE OR DOOR ��I1 SEE TABLE 2 Y $ w
bL0[H OR WOOD FRAMIrvG EDGE REFERENCE ANCHOR E GET BY. i �.Jw( 3"a
3 CONNECTION T1PE OLLST. SCHEDULE FOR MAX SEPARATION
REFERENCE ANCHOR - SPACING AS SHOWN TO CLASS II'lliYj/l,Y�/l/ p. _
/ L'J_ SCHEDIILE FOR MAX 4 CON14ECDON TYPE IN DIAGRAM ON PG. 10)
/ / ❑I,1. SP ACTING AS SHOWN REFERENCE ANCHOR
/ - SCHEDULE FOR MAX
CONNECTION TYPE. IN DIAGRAM ON PG. 101 SPACING. ALT. FNSIENER u I
_ `7 xEFERE14CC ANCHOR EXISTING CONCRETE, LOCATION. FRONT AND Vn`DR 6 R c _
SCHEDULE. FOR MAX 8
SPAbNI ALI PAS TERRA CLOCK OR WOOD FRAHM BACK ANCHORS NOT REWD 114' MAX FROM PIN ,r�1
_® WITH THIS LOCATION 0 N _, M
p{S. LOCO 11Ufl. FRONT AIJD Cl L10NNECR011 TYPE GUIDE TO PUSHING
/ VL" TAX FROM BACK ANCHOR' NUT RED O INSIDE MOUNT SECTION REFERENCE ANCHOR �F CONNECTION O WASHER ITYP.1
3 -� PIN LI 11l WITH THIS LOCATION B .SCALE 3". 1'- 0- SCHEDIILE FUH MA% to W P
p f BOBBINS IG WASHER SPACING C ECTION TYPE
I ✓14I
,'A INSIDE MOUNT SECTION NEFENEnEE ANCHOR �1 X1 SCALE. R'_ 1-0' - - SCHEDULE FORMAX. 'yd S
EXISTING CONCRETE, SPACING oLN
/ NOTE: FOR TRACK M A, B, D, AND E ON THIS SnEEI. BLOCK OR WOOD FRAMING EMOEU. oEs6THE" PAGE iRACIt PIAY Of INSTALL€0 II{ SECTIONS d WIIH 1/4" GAPS, PROVIUBO TEIAT EACH SECTION "AS gym.
A MINIMUM OF TWO BE FS OF ANCHORS AND IS A (-'O BUILD OUT MOUNT SECTION — w
TYP BOTTOPI MINIMUM OP 12" LUNG, THE SILL ON CEILING TRACK EXIBTIIRI COICRETE, SCALE. 3"= r.- 0" 7
/ USED WIl'H THE DHSS TRACK MUST OF COIJTINUOU BLOOM OR W000 FRAMIN
P OVER THE GAPS BETWEEN EECTWNS 1IS
S
EA EXISTING CONCRETE, STRUCTUREpE= 3�
5 BLOCK OR WOOD FRAM1146 EDGE IST. 4 CONJ'E'rMyAX
C2 CONNECTION TYPE W/ EXTRUSION b2 < g g
L EHBEU ,1 CUPINCCLI" TYPE REFEREEMBED' 5 CONNECTION TYPE W/ EXTRUSION dl
4 REFERENCE ANCIIOH E SCHEDUREFERENCE ANCHOR
0 - _ SCHEDULE SPACING
S MAX,HOWNW� fi L_, SPACING SCHEDULSPACINGF. FOR MAX
SPACOJG AS SHOWN - - 1`L \_Rx,1A
ITV DIAGRAM ON PG 10) 41 G y
vY' L GLASSt/Y-OR DOOR hFOR qqV.(2 E EW 1/2" w 1112 1/2 SM11 fN 12" SEE TORTES _Q 5 wwwL _-,UC OF 311L OFLUM 13 Oo I'
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V''RO WASHER( T YB.E �j p
NLL ^X WASHER II YHI E06E
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_ FRAMING II OR WOOD FRAMING 'C4 CONNECTION TYPE IN DIAGRAM ON PG. IDI REFERENCE ANCHOR 15-2338
OR ,/�/-- REFERENCE ANCHOR SCHEDULE FOR MAX _
3 i'• . vv CONY I{//--C4 CONNFCTIOIJ TYPE R12 >, 1/2" SMS (O tL" SCHEUULE FUR MAX SPACING Exoolwmapl
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--ffff""-- SCHEDULE FOR MAX. POP RIVETS L BACAiANCH ANCHORS
I AND
PLAY BE kEVERSFp w 6 O.0 baCl( ANCHORS NOT REO'U BLOCK OR WOOD EXAMINE.
i AS SHOWN DASHED) SPACING UN WET qWn P WITH THIS LOCATION '
RIVETS Ld IZ" Od 9�
(p� WALL lAOUNI" SECTION O CEILING / IIJSIDF.. MOUNT SECTION O WALL/BUILD OUT
�- SCALP . 1 I'.. 0 SCALE . 3••e V- O•. SECTION
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TINS DETAIL "1O BE USED WHEN STUD SPA CIIIG
EXCEEDS THE MAX. ALL OWAULE ANCHOR SPACING.
OC WALL MOUNT SECTION Tins BETAS Hnv
GALE 3"- t'- 0" ALSO BE USED
TT AT T-OPIIE11MII-
11
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X
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N9 PIN GUIDE
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T LEO DIAFCTION 111-20
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ANGLES PER BEAM END, BUILT W/NUT
SIZE PER SPAN TUBE LN lx' O ( OR
SCHEDULE 114 A 394'
SM] 6' DIX
- - SPAN TUBE
PER DESIGN
ACCESS HOLE SCHEDULE
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10 BUSIII146 WASHER (I fPJ
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! A((FC(C( FINISH MATERIAL.
— 1/4"V A325 GRADE. THRU BOLT Iry T' G.0
OR 5/16"w A325 GF RADE IRO BOLT IN 12" (1
LiALV. OR S.S.
1/4"0 ELCD ULTRACON TO CONCRETE/EMU
5" O.0 W/I-1/l." MIN, EMU
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PENETR. "T" IN WOOD (MI
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IMAA, DESIGN LOAD z. 72 P.S.F)
SPAN TyaE SCHEDULE MOTORS
1.--USE ] x7il/1 OR 2 PS xD4-ANGLES FOR 2'X5- & 2 x6' BEAMS.
2 USE2 x5-x1/4A ANGLES FOR 2'x0 & 2 x10 SEAMS
3 USE BEAM SCHEDULE FOR DUAILJ
4. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN
COMBINATION WITH OTHER CONNECTION DETAILS.. WHERE USED
TOGETHER, BEAM. MUST BE LIMITED TO TOP BEM SPANS.
S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH
SHUTTERS SPANNING ABOVE AND BELOW THE BEAM..MID-SPM4
TUBES SHML'HAVE TOP BEAM LIMITATIONS (INCLUDING SPARS
ANCHORS, ANGUS'AND 'BOLTS) WITH THE SHUTTER SPAN TARN
ASTHESUMOFTHESPANSAB OEAND'BELOWTHEBEAM.
6. NAP BEAMS ARE NOT ALLOWED.
T. ALL BEAMS AND ANGLES TO BE 6063-76 ALUMINUM.
F
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2" x 5" x 1/B" 6063-T6
ALI.M. AR ILI. W/THREE
G'!LrI'o�M 11W'b WOOD LAG
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your 24' O.C. MAX. WHERE
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SCALE :3`•T-0" I—L —�_�\\
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Prt1 GUIDE TO
B I151IINL WASIILH /
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TYP. SECTIO14 FOR SHUTTERS
F I scar 3' - I'-0'
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L 2 SCALE: 3' - 1'-0'
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ILL DETAILEXISI'-G FINISH MATERIAL,/
5 , CUT IN 4-INTERVALS
U FOP U E ($EE .
DETAIL M. POR a001T10N4 L
INFOI. TYP TOP 6 BOTTOM —
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SECTION A -A
/11 BLADE W/ RECT. WINDOW RECTANGULAR WINDOW
S3 N.T.S. EXTERIORELEV 13 N.T.S. EXTERIORELEV
`LL�No PE004fi54
Pn •. STATE OF
2.E75.0 HOLE (TO RECEIVE /
ROUND WINDOW ASSEMBLY) J
MAXIMUM OF 3 WINDOWS
PER EVERY OTHER BLADE
z LIGHT-N-VIEW WINDOW
S3 N.T.S. EXTERIOR ELEV
1.500- X 6.000' HOLE ITO
WINDOW ASSEMBLY)
MAXIMUM OF WINDOWS
s RECTANGULAR WINDOW
19 N.T.S. EXTERIURELEV
RECTANGULAR WINDOW NOTES:
1. THE RECTANGUIILR WINDOW SHOWN IN
511315 MADE FROM GE XLIO IEXAN WITH
0.005- MINIMUM THICKNESS.
2. FRAME FOR RECTANGULAR WINDOW MAY
BE NYLON 6 OR POLYCARBONATE WITH A
MINIMUM THICKNESS OF 0.251'. ATTACH
TO BLADE WITH (6) I4 SS SCREWS OR
BOLTS WITH NUTS.