HomeMy WebLinkAboutSET UP-INSTALLATIONTABLE
ALLowAoL ff-sp
I
AN sc"EDULE
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6.8 ACCORDION SHUTTER
FOR USE WITHIN AND OUTSIDE THE HVHZ
TABLE2
MINIMUM SEPARATION FROM GLASS
PORUSEWITHINTHEKIRIZ
MON
mumuRE-
(PSF)
SPIN
mwmm SEPARAIION
MT�,,DNS
wAbOlM -30`�
GRADE GRADE
293
I5V
d.r
w
w
w
1.
.1-
3V
I.V
3V
ix
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&r
XV
w
w
I.I.
w
&a-
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1V
ZV
3.V
So
or
3.Om
tr
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a.
in-
zV
I�
&r
3X
So
&V
IV
_w
ST
w
w
lw
w
131-
&r
IV
12V
Rr
w
DO
3V
Iz
tr
3V
zr
118.
3.5.
110
Am�.
Ix
I
w
I.V-
I
I lV_
MR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE
TABU C ON SHEET 6/13
Z
0
CO .9?
Q
co
ca
MR BUIUDOUT MOUNT �MUM
SPANS AND PRESSSURES, SEE
TABU C ON SHEET 6/13
TABLE 4
ALLOWABLE-S-PAN SCHEDULE 10
ASTM ESSENTIAL FACH-M SONLY �A
POS�
DESIGN
MGRgSURE
(PSF)
SHUI�
VAN
uwwwS 11
FROM 'I
11
INSTAU_A�
IWABOW w
GRADE
(K) (K)
w
1.
CIO
I.V
IV
2.r
IN
2.r
Iw
1 5V
4.7
No
w
&V
IX
w
&V
tr
IN-
11.
2.0.
i2V
11.
ZV
Iw
IV
&I-
iw
w
5V
00
6V
11*
1.1.
w
11.
IV
Iw
11.
w
zr
w
n
w
w
I.V
w
IV
pl, F:
�11.0
30
w
IV
w
IV
w
ino
ir
w
121-
w
Ir
110
Iz
No.
ir
I I
"o
120
IV
Or
al.
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1w
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rcop
TABU I AND 2 NOTES:
1. HYHZ: DEFINED AS MIAMI-DADE MUM MID BROWARD
TABU 3 AND 4 NOIES:
MUM FUOIUDX
1. NON.HVIiZ: DEFINED AS AU_ UOMMONS MER I E
2. DESIGN PRESSURES SHOWN IN -ACMRDION SHUTIIR SPAN
SCHEDU� ABOVE ARE MAXIMUM AI.U0WABU DESIGN
MIMI-DADE MUM AND BROWARD MUM ROW
2. DESIGN PRESSURES SHOWN IN 'ACMRDION SHUITE�Spm
SIGN
SCHEDUU7AB0)JEARI!MAXIMUMAJ.U)WABUDE GN
PRESSURES AT EAM RESPE(=E SHI.l7TER SPAN.
3. THE &8 SI(STEM MY BE MOUNTED WITH THE INSIDE AND
PRESSURES AT EAQI RESPE� SHUTTER SPAN.
OMIDEOFWESH�RBENGR�ED.MR��:
3. NO SEPARATION FROM GI.ASS IS REQUIRED MR
IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CON�
INSTALLATIONS IN WIND ZONES I THROUGH 4 OMI__ 01
BEAM WITH THE SAM OF THE SIAT FACING OUTINARD. MR
THE IWHZ AND OMIDE OF ESSENTIAL FAa=ES.
-2'
THIS CONDITION POSITWE ALU)WASLE DESIGN PRESSURES
AS NOTED IN TABU I ARE IN THE DIREMON TOWARDS THE
4. THE 6.8 �M MAY BE MOUNTED WITH THE INSIDE AND
OUTSIDE OF THE SHUTTER BEING �NSED. MR EXUIPM: 7
IS PERMISSIBUE TO MOUNTTD A WOOD OR CON� BEMI
PAom
HOST MUMM AND NEGATNT Ail4WASLE DESIGN
PRESSURES ARE AWAY ROM THE HOST STRUCTUM.
WITHTHEMaOFTHESIATFACINGOUMNARD.
4. UNGAR INYEANDLATION BEIWEEN SHUT7ER SPANS IS NOT
S. LINEAR. INTERPOLATION BETWEEN SHUTTER SPANS IS NOT
PERMUMED. MR SPANS BETWEEN THOSE INDIMTED ABOVE,
HURRICANE PROTECTION
PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOW,
THE DESIGN PRESSURES FOR WE NEKT HIGHER SPAN SMALL
THE DESIGN PRESSURES MR THE NEXT HIGHER SPAN SHAU_ BE
I
BE USED.
I
USED.
L 8,�,
cr.
NO P�0046 9
=�7
STArCOF
'A . .
. L...
a!
GENERAL
NOTES:
"10
13EI
1.
THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
VARIIS NO LIMIT
z
CODE SIXTH EDMMO1,7j,2R USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE
ZONE, AND THE I TI BUILDING CODE AND INTERNATIONAL RESIDENTIAL CODE
>
01,
g8C)
Pa. THIS SYSTEM MEETS MISSILE LEVEL 'D' AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN
z Ns
E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION.
iSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
SECTION
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE
TOP TRACK
ENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA
R UUINGMCODE SHALL BE LESS THAN OR ETUAL TO THE POSITIVE
I
BU% NEGATIVE DESIGN
OR PRESSURE
CAPACITY VALUES LISTED HEREIN FOR ANY SSEMBLY AS SHOWN.
a
3.
TESTING WAS CONDUCTED IN ACCORDANCE WITH TAB 201/202 203 AND ASrM E1886 E1996/E330.
4.
DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T ED PRESSURES DRED BY A 1.5
r6ST
SAFETY FACTOR.
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE FOR ALL WIND F
ZONES
U%UIRED
I
IN ACCORDANCE WITH ASTM E1996-09. IT IS ACCEPTABLE BY CODE U LESS OPTIONAL
CRITEag IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION.
PLAN
r
6.
NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND
VIEW
LOAD DURATION FACTOR Cd - 1.6 WAS USED FOR WOOD ANCHOR DESIGN.
d
7.
DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONAL]TY FACTOR OF Kd -0.85
a.
9.
SHALI. BE USEQ.
THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE.
THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
<
PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER
10.
61GIS-2 3 OF THE FLORIDA ADMINISTRATIVE CODE.
THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HERE -IN AND THE CONTRACTOR
11.
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM
THE STRUCTURAL SUBSTRATES DETAILED HEREIN.
WHEN THE Sn E CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING
k
OFFICIAL MAY RE%UIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SINED, DATED AND
SEALED BY A LICE BED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
BOTTOM TRACK
12.
DEVIATIO A CONDITION TO THE BUILDING OFFICIAL GRWTHNG H%HER APPROVAL,
EACH R ASSEMBLY
SHtW SHALL BE PERMANENTLY LABELED WITH THE F LLOWING MINIMUM
INFORMATION:
TOWN & COUNTRY INDUSTRIES
LOCKING MECHANISM, SEE
PORT LAUDERDALE R
MISSILE LEVEL D - ASTM E1889, E1996 & E33D
TYPICAL PLAN VIEWS
TAS 20b 202 It 203
FLORIDA
PRODU APPROVAL NUMBER
134
ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM PV OF 25
K.S.I.
TYPICAL ACCORDION
14.
ALL BOLTS WASHEV BE
SHUTTER ELEVATION
AND STAINLESS STEEL WI A
GMCLUDING INSTALLATION) SHALL IN
MINIMUM TENSILE STREN OF 60 X.S.I., U.O.N. POP RIVETS SHALL BE 1/4-0 OR 3/16-0 5052
ALUM. ALLOY.
N.T.S.
------
15.
ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR
BOX LOCK AT CENTER OR SIDE CLOSURE.
Ill
17
P I M DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.
FLOOR TRACKS MAY BE REMOVABLE NON LOCATIONS. REMOVABLE ANCHORS.
AT -STACKING USE
18:
19.
MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN, RADIUS OF 10'.
ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH.
III
Mai
20.
SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE 15 POSSIBLE.
�l
21.
ALL STEEL IN CONTACT WITH ALUMINUM SHALI. BE PAINTED OR PLATED AS PRESCRIBED IN THE
��L�m
22.
ABOVE -NOTED BUILDING CODE
THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING
15-2338
REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE
-------
BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN
PRESSURESAS NOTED INTABLE I ARE INTHE DIRECTION TOWARDS THE HOST STRUCTUREAND
NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE.
23.
SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK
I
BUILD OUT WALL
SCALE; HALF SIZE
HEAVY 2-LEG WALL
LITE 2-LEG WALL
G
HEAVY HEADER/SILL
G) SCALE: HALF SIZE
LITE HEADER/SILL
SCALE: HALF SIZE
SCALE HALF SIZE
SCALE: HALF SIZE
WHERE SHOWN
SCREW BOSSES
& FELT GROVES
ARE OPTIONAL ON
ALL EXTRUSIONS
3 �OO 250-
SILL
SCALE. HALF SIZE
SILL ADAPTER
SCALE� HALF SIZE
� �o
30�125-
3,3154"
2
325
oS0]:
.04 3-
0,3
2S.
SOR
ISOR
M�
0 22
L16_21A-6
I..
TYP. 6.8
SLAT/BLADE
@
6.8 STARTER
SCALE:
HALF SIZE
SCALE: HALF SIZE 130,
4 510'
4 102-
6.8 STACK/CONECTOR SLAT/BLADE
SCALE HALF SIZE
.3
EXTENDED SILL
SCALE ALI SIZE
CEILING HEADER/SILL
SCALE: HALF SIZE
9,
91
� 9,
ryl!l
'105
I
ISEXTENDED SILL ADAPTOR MID SILL MID SILL ADAPTOR
SCALE: HALF SIZE G SCALE: HALF SIZE IS SCALE HALF SIZE
0.0130,
6i
2L822'
RADIUS CEILING HEADER/SILL
SCALE HALF SIZE
WALL SILL CLIP
SCALE. HALF SIZE
WALL SILL
SCALE HALF SIZE
I
R
5' MAX.
GANGLE
SCALCz HALF SIZE
YLON WASHER
OR AL UM"NuM
"�N L
N
I Y ON BUSHING
., TUGNAL I
1, - _ " , .. 410 HT S.S,
E W - ,
UL, NA,.TE COATING
,F , G, . BDTTOM)
1116-0 x 1/2' Ob INTERIOR JOINT TOP
7/16'�O x 10 INTERIOR JOINT BOTTOM
EITHER CAN B USED ON EXTERIOR
BUSHING ASSEMBLY DETAIL
SCALE! HALF SIZE
1.110.
1 084' 443' .4443
N1.068'
3.4431'
2003 6.8 CENTER MATE UNIMATE LOCK
SCALE: HALF 51,� & SCALEi HALF SIZE
2,018- 010-24 THUMB
S CREW STAINLESS STEEL
' "L
A�[SSEMBLY I
LE
NYLON
�050 WHEEL
1100
> 210".
T P AT V RY TH R
RECES ILL FOR USE WITH
� L
SCALE: HALF SIZE AND (9 ONLY
SLIOE ROD
SCALE1 HALF SIZE
".250,
357'
76'
'37' 1 51
BOX CENTER INSERT 2,
SCALE IIALI ..l.
.236'
I.
MALE BOX UNTER
SCALE HALF SIZE
Y E E 0 E
INSIDE JOINT AT TOP
NoPEOD46549
STATE OF
CYLINDER-SOUD BRASS. NXKEL PLATED
ROLLER ASSEMBLY
HOUSNO-ZINE DICASTJPOWDER COATED
SCALEi HALF SIZE
NOTE. MAY BE KEY OPERATED OUTSIDE OR TKJHB
TURN OPERATED INSIDE.
BRASS PUSH LOCK
SCALE HALF SIZE
(,,N RAINGUARD
\tfj TEALE HALF SIZE
590.
IN
.2e4'
2.000"
DECORATIVE FLOOR TRACK
SCALE: HALF SIZE
OUTSIDE CENTER MATE INSIDE CENTER MATE
SCALE! HALF SIZE (8 SCALE: HALF SIZE
WET
7/16 -0 STA 'NLESS
STEEL NUT 0, NOTE. ATTACHMENT SCREWSFOR
5.50a' 13/16' WIDE ADD- END STRIPS SHALL BE 010 UNIX
HEAD STYLE VARIIS
A 8 —A . , OR PHILLIPS DRIVE SCREWS.
30 THUMB SCREW I ZN HAND41GHTENED ONLY.
SCALE: FULL SIZE AN
1 OR 5416-180 , ff
I, �u
M1/4 20 7AINUESS 1191,
TINE SCREW
5/16 -0 INTERNAL STEEL
THREAD
TYP. T-SCREW INSERT 15-233i
4.bUO' S7 SCALE; FULL SIZE
.689' POWDER COATED. ZINC DIE -CA 1.050,
SECTICN A
N,
-LOCK ADAPTER
GE�UTA MODEL 2022 T .254
N S7RIAL SYSTEMS (OPTIONAL) 7.0DO' 12
BOX LOCK SCALE: HALF SIZE
SCALE: HALF SIZE 2X7 ANGLE M&NMEX1T
SCALE- HALF SIZE jq.125. SCALE: HALF SIZE
FASTENER DO Is- D.C. EXISTING
(USE ANY ANCHOR SHOWN
IN ANCHOR SCHEDULE)
0 ALTAN CGI R
r L CLTEI 0
'JV
qB NTERIOR 1
I MCI— MI 0 062 - THIC K 6063-T6
EDGj OU 2 M - .,ANGLE I x I MIN,
5' MAX
DIST. AY BE RE �ERE,EIAIILE LEG
6 29 ASTENER DO TO" 0 C. (USE ANY
`_�/ ANCHOR SHOWN IN ANCHOR
LX I I INU UL A `7
I
9 -D4L:' NoPECOM16
SILL (INTERIOR)
ONAV.
6.80"
>
(TYR 29
13 SCHEDULE. I" MIN. EDGE DISTANCE)
#12 . 1/2' GALVANIZED
TOP &
BOTTOM \-114-20 THUMBSCREW
CENTERMATES 1/3 (EXTERIOR)
(EXTERIOR)
9nxl THUMBSCREW INTO
0 I S,S. SIMS, 3/16-0 ALUM.
POP RIVET. OR 1/4-20
INTO
TO 2/3 SHUTTER SPAN ECEIVDAM HOLE
THREADED HOLE. LOCATED
MACHINE BOLT L NUT
SHALL BE 3/8'
MAX WIOTH UP
1/3 SPAN TO 213 SPAN FROM
OD is-, mc.
TO 1- MEIGHI�
TYPICAL
PLAN MEW
BOTTOM OF SHUTTER FOR BLADES
MULTIPLE SHUTTER ASSEMBLY
SCALE: 3�
. T-O
USE TWO THUMBSCREWS
�17 DES 8' 3" ONE 113 SPAN
SCALE: 3 . 1'-0'
TYPICAL OUTSIDE CORNER CLOSURE
DETAILS WO/CORNER POST
NIS 1�
- . p LOCKING DETAILS FOR
AND ONE AT 2/3 SPAN FROM BOTTOM OC CK ING 0
OF BLADE. TYPICAL. FOR LOCKING CENTER MATES
C
SHUTTERS, A BRASS PUSH LOCK SHOWN ON RANDOM
I L , ,
DETAILS
MAY BE SUBSTITUTED. WHEN USEPW TH
CENTERMATE 029 AS SHOWN, RECEIVING
HOLE FOR THUMB SCREW MAY BE 7/16'
lial
ENOSTRIPISCHBODULE
E �_EEmmmw
(OUTSIDE)
- - �IIIXCW
O.EATEARFARS.
KAN,MR,Mp
WORISTRO,
I-XV �WPNIQJIMIDSAAFI
SMW OR V4-20 KOFTO END
SILL STOP.
TYPICAL INSIDE CORNER CLOSURE
DETAILS WO/CORNER POST
(a flCillg
NIS �.N m—
SEE END STRIP SOKEDULU
FOR MAX SPAM IN
USWG 40a. 40b OWR840,
(HAND -TIGHTEN ONLY)
ALTERNATE END STRIP DETAIL \-ANY TRACK
SCALE. 3 . 1'-0 -
WISCREW BOSSES.
EXISTING GLASS ,
z
USE (1) BRASS PUSH LOCK
OR (1) S/16-18 THUMB
C 5- E LED
I�ERT 0,.AT THR A
,13 SPAN
TO 2/3 AN FROM
BOTTOM OF SHUTTER
(INSIDE)
SILL
41,
fill lTqlnP)
USE (1) BOX LOCK AT 1/3
SPAN TO 213 SPAN FRCM
BOTTOM OF SHUTTER
MULTIPLE SHUTTER ASSEMBLY
SCALE: 3" . V-O"
L5�
2 FASTENERS
EACH ANGLE
' . 2 - � 118
OR 2 It 2 .
ALUM ANGLE
THREE 3/16 0
ALUM,
POP RIVETS
OR
THREE 012 SMS.
TABLE A (m)
v
MAW
iw
Iw
JOW
179'
Iir
Im
92
Uv
1w
Im
liv
Iw
US,
IM,
N
1!0
131'
200
w
IIv
SIZE. C2 CONNE
REFERENI
SCHEDUL
SPACING-
Cl CONNE
REFERENI
SC EDUL
SPMCING-
\tfL OLT
ALTERNATE THRL
r7�u 3116-0 ALUM POP ... Cl CONNECTION r'18E
@ RIVET OR .12 SMS R
REFE ENCE ANCHOR
La 18" 0 C TYP SCHEDULE FOR MAX.
rl f 1'. 1 SPACING
I [r ... - I
.MAY USE MALE OR r . I I
FEMALE LOCK -SLAT)
ccc
LE
(TYP.I.. 3/16-0 ALUM P09
ALUM TUBE RIVET OR .12 SHE
6CC3-T6 ALLOY IS IS 0 C tTYP.)
SEE TAGLE a
FOR SIZE. 2 FASTENERS
EACH ANGLE
I x 2' 093
063-TI ALUM THREE 3/16-0 ALU
ANGLE. TYP POP RIVE7SSOR
I AEE .12 MS. 7
1-. 2-. IS-
13 OR 2- . 21 . ,a -
ALUM, ANGLE
USE MALE OR FEMALE
LOC S L AFT)
TYPICAL CORNER CLOSURE DETAILS
(B NTS
WINUT 0 2 1 I'll"""M
(TYP.I.. 3/16-0 ALUM P09
ALUM TUBE RIVET OR .12 SHE
6CC3-T6 ALLOY IS IS 0 C tTYP.)
SEE TAGLE a
FOR SIZE. 2 FASTENERS
EACH ANGLE
I x 2' 093
063-TI ALUM THREE 3/16-0 ALU
ANGLE. TYP POP RIVE7SSOR
I AEE .12 MS. 7
1-. 2-. IS-
13 OR 2- . 21 . ,a -
ALUM, ANGLE
USE MALE OR FEMALE
LOC S L AFT)
TYPICAL CORNER CLOSURE DETAILS
(B NTS
WINUT 0 2 1 I'll"""M
014 S M M 0 C *
TYP.TCP* �OTTOMI
=
'01
STATE
OF
"OR
. RID.N.-
A
/())V
014AL
w NMI
zw
x
[14
m F'.
MAX F.'OM HIM
F
UUJqE TO. BUSINNNG
C.
01 \��A.GLE T."TTILE C..KECTION
125'
60 ALUM.TUBE
ALTERNATE BUILD OUT MOUNT SECTION
SCALE :3-. V- 0'
ig
AT
AND(OR BOTTOM
SORTS
X
2, OR
2-0
12'm
2'x3'xK'
MIKE
CONTINUOUS OR r X
2.17Y
X
2* xW x CINNTINUOUS
.41
6061-76 ALUMINUM
GOES
ANGLE
0.9. MIN. IMICx 606146
r
'ILLL)m TRACIC FASTENED
A`
ANGLE FASTENED TO
M ARGUE VJTFH 1111-20
rENDSANDEI'=
EXISTING 3 MI
MACHINE SC3UNIS AT 3'
E
C4 CONNECISONITYPE
CONMEFE MOST
MOM
REFERENCE ANCHOR
STRUCTURE MSTH
C
MIL THE BALANCE!
SCHEDULE FORMAX.
V.-E)EI.COULTRADI 2-1/2. MIN.
PACING
AT 3' MOM ENDS AND
1
4. C`C4 MR BALANCE
MOST STRUCTURE (30CK)
� 11/4' MIN
PEI MIN)
EMEEDMENTAND2W ISEE TABLE C FOR MAX SPAN AND PRESSURES
E ... TING CONCRETE.
MIN EDGE DISI�AMCE,
'LlCl OR wo OD FRAMING
STAGGERED WITH 3'
INSIDE SILL MOUNT SECTION
MIN. SPACING, TYP'(DF BUILDOUT MOUN
SCALE:NTS
SCALE :3 . 1 - 0'
GLASS
OR DOOR
1".- 20 THRU DOLT W1
LOCK NUT @ 12.' O.C. OR
#12 x 1/2' EMS P U- 0 1 ES
OR 3116-,P ALUM POP
RIVETS ID 6-01 ES,
OR 1/4-0 ALUM POP RIVETS
12 - 0 C. E.S.
@ AND@
ASSEMBLY-
6" am
PIN GUIDE TO
BUSHING WASHER
(TYP.)
1/4-20 S S MACHINE
SCREW & NUT @
12 - OX —
OR
x 3 x 1/4 CONT
GLASS
OR DOOR
X
h'..
#12 x 1/2 SMS Lb 12' O.0
OR 3/16-0 ALUM POP
RIVETS 0) 6- 0 C OR 114-0
ALUM POP RIVETS @ 12" 0 C
(D AND 0
TYP EXIS71NG CONCRETE.
�r� BLOCK OR WOOD FRAMING
;Z.� SPACING AS SHOWN
C3 CONNECTION TYPE INDIA GRAM ON PG. 10)
REFERENCE ANCHOR
SCHEDULE FOR MAX a
SPACING. ALT. FASTENER
LOCATION FRONT AND
BACK ANCHORS NOT RED D
WITH THIS LOCATION
GA INSIDE MOUNT SECTION
SCALE i 3'= V- 0*
JNOTE- FOR DETAILS
THE BASE TRACK M
WITH 1/4" GAPS PI
A MINIMUM OF T�10
MLTMUM,qF j2 - LOI
EXISTING CONCRETE.
BLOCK OR WOOD FRAMING
EMBED I CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING AS SHOWN
IN DIAGRAM ON PG 10)
EXISTING
STRUCTURE
REFERENCE ANCHOR
SCHEDULE FOR MAX
H14 EMS I
.0
SPACING�
(TYP TOP
FM
I
WASHER (TYP)
GLASS
4 CONNECTION TYPE OR DOOR
S, ABN
EDGE
REFERENCE ANCHOR
SCHEDULE FOR MAX,
A.
DIST.
SPACING AS SHOWN
To Q�
u
4 CONNECTION TYPE IN DIAGRAM ON PG� 10)
REFERENCE ANCHOR
S S CHEDULE FOR MAX
S S PACING ALT FASTENER
ETE LOCATION. FRONT AND
6 R
0
,T'tN
BACK ANCHOR S NO T RED D
WITH THIS LOCATION Cl CONNECTION TYPE
2-
1/4' MAX, FROM PIN
GUIDE TO BUSHING
INSIDE MOUNT SECTION REFERENCE ANCHOR
SCHEDULE FOR MAX.
WASHER (TYP.)
SCALE . 3'. V- 0" SPACING
5 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX
EXISTING C HERE E.
SPACING
T'
HIS SHEEfl
OR WOOD FIR M N
EMBED
SECTIONS
SECTION HAS
IS A
BLOCK
BUILD OUT
MOUNT SECTION
,ND
NO TRACK
CONCRETE,
SCALE
3'. V- 0
ONTINUOUS
BLOCK OR WOOD FRAMING
BLOC
D
—EXISTING
ST T
EDGE IST
4 CONNECTION TYPE
"N"C"O'C"URTYPE
N1 EXTRUSION #2
REFERENCE ANCHOR
EMEED.�C'
-c , CONNECTION TYPE
W1 EXTRUSION #I
Zr-
CHEDULE FOR MAX
BFEF
FERENCE ANCHOR
GLASS
OR DOOR —
.12 . 112 - SMS P 12-
0 C OR 3116 "0 ALUM
POP RIV E TS IS 6- 0 C
OR 114-0 ALUM. POP
RIVETS @) 12 - 0 C
A
A
(D AND (D
A
ASSEMBLY
x
X
ITYP.)
x eulo� ff-�6rKkG 1 4 CONNECTION TYPE
4 REFERENCE ANCHOR
5 6 WASHER'ITYP I EDGE
EX ST. CONCRETE. DIST SCHEDUL EAFOISRHMAX
BLOCK OR WOOD EXISTING CONCR E SPACING OWN
E E"ON T' I
I FRAMING BLOCK OR WOOD FRAMEN 4 CONNECTION TYPE IN DIAGRAM ON PG 10)
A G REFERENCE ANCHOR
I CONNECTION TYPE .12 x 1/2 SMS 12- SCHEDULE FOR MAX
ErERENCL ANCHOR O.C. OR 3/16 0 A7LUK1 SPACING. ALT FASTENER
F TS 6- OC LOCATION. FRONT AND
SCHEDULE FOR MAX. POP ROVE a C . a
P BACK ANCHORS NOT REQ-0
ACING OR 1/"' 0 A UK P WITH THIS LOCATION
WALL MOUNT SECTION RIVETS 12- O.C. CEILING / INSIDE MOUNT SECTION
SCALE 3'= 1'- 0 @ SCALE : 3�= 1'- 0"
&R(2)
0 A w
X
\,C2 CONNECTION TYPE W1 EXTRUSION #2
, CONNECTION TYPE W/ EXTRUSION
...........
��L�
. .
15-2338
#1
ANCHOR
CHEDULE FOR MAX
VREFERENCE
i PACING
EXISTING CONCRETE.
MAR �m
BLOCK OR WOOD FRAMING
0 WALL/BUILD OUT
c,7 3
5L(; 11ON
SCALE 4 3 '. I - 0-
GLASS
OR —
DOOR
EXISTING
STRUCTU
X
1/4"0 ALL
POINTS SOLID
0
SET ANCHORS
2
WITH 7/8 - MIN
EMBEDMENTIN
CONCRETE OR
XI.
0
BLOCK 3" MIN
,3'
SPAC61G NO
GE
E DA
z
X
3- MIN
DISTANCE.
Y' MIN.
ED DIST
1/4- MAX FROM
PIN GUIDE
TO BUSHING
WASHER
(TYPI GLASS
DOOR
T�ATI�I�_
3. MIN
ED. DIST.
EMB,"T 14 $05 P MIDSPAN BETWEEN
IUOS FOR 4CK TO I* . V
PL WOOD L TUBE C.NNEI�l ON 1/4 . ALL
POINTS SOLID
STYUCCO FINISH vl' 1, 4 '1 A"5 WITH 7/8' MIN.
1. 3-T LUM TUBE SET ANCHORS
�.T.H.5 DET A IL BE SED WHEN STUD SP EMBECIMENTIN
To U ACING CONCRETE OR
ED T. MAX ALLOWABLE ANCHOR SPACING I BLOCK. 3 MIN -
SPACING AND 3
WALL MOUNT SECTIO MIN DOE
THIS DETAIL MAY DISTANCE.
SCALE : 31.m I-- ol �L.0 . E USED
AT TOP EXI$71NGR�E
STRULTU
I LEG DIRECTION 1/4-20
MACHINE
12) 6063-T6 ALUMINUM SOLT W/NUT
ANGLES PER BEAM END. 1@ 12 - OX OR
SIZE PER SPAN TUBE
SCHEDULE #14 x 3/4"
SMS 6'� O.C.
SPAN TUBE
UH "I"'T"'
ACCESS HOLE/ SCHEDULE
IkSTM ESSENPAL FACILITIES
TMLE 4 A FEB HWZ ME -
.E 2 FM WN. SERM)kIlM
70 0AIIS
111"0 THRU BOLTS
SEE BEAM
T. LEG DIRECTION
BEAM SPAN SECTION
SCALE: 3 '. T- 0'
If M
No PEO
TUBE
Spm
THRUSICILTS
ANCHORS PER
SIZE
SPAN
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TOP
BOTI
TOP
TOP
SaFTEO&I
TUBE
TUBE
TUBE
TUBE
TUBE
ILSE
IT
1230
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SPA. TUE. FKRFBS:
�,6g.
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1.
Ubt 1 .3 .114 OR ANGLES MR 2'xS' & 2'xW BEAMS.
2.
USE r.r.114"ANGLES FOR ra' St Z'XIO' BEAMS.
3.
USEBEAMSCHEDULEFORDETAILI.
SPAN TUBE PER DESIGN
4.
SCHEDULE
COMBINATION IIEFTH OTHER ODNNECIDON DET�. WHERE USED
TOGETHER, BEAM MUST BE LINITTED TOMP BEAJIII WANS.
1/1-20 MACHINE BOLT
5.
SPAIN TUBES MY BE USED IN A M�SPAN OONDETION IIIIETH
.1 NUT 0 12 - . �C
SHUTTERS SPANNING ABOW AND BELOW THE BEAM. MUMSPAN
OR #14 Ic 3/4' SMS ab
TUBES Si HAW TOP BEAM UFffTATIOh!S,.?MDING SPANS.
ANCHORS, ANGLES MD BDLTS�, � THE S UTTER SPIN TAKEN
6- O.C.
AS
AS IKE SUM OF THE SPANS AS W AND BELOW THE BEAM.
ACCESS HOLE
LAP BEANS APB NOT ALLOWED.
7.
I
ALL. BEANS AND ANGLES TO BE 6OB3,76 ALUMINUM.
G
P�"
EXISTING WOOD
Z TRUSS OR RAFTER 1/2' a,- 112
< P 24- MAX� 0 C,
EXISTIN FIN H
MATERIAL
6 HIM
I/" MAX FROMPINGUIDE T It 4" 110 606
3-76
TO BUSHING WASHER (TYP.)
ALUM.T BE ITKREE
1/4STILE TYP)) 1/4"a WOOD G
FINI H MATERIAL SCREWS ..T.
3/4" PLYWOOD Ml""M THREADED 2! S! 9! k
Z
X <
6 16
C
' E. II E
I . W' I
I L AG
IT 2_1
R - C "' , /
H EA ED
1 2 GRAD E I H 7r- i�
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�0- '/' ML. EM
SC W
97 RU BOL 1 7 0 C PENETR. "I IN WOOD
1/4 -0 A325 GRADE TH
OR
BOLT 111 12 OX EACH RAF
OR 5116-0 A325 GRADE THRU 24' OX MAX. WHERE 5 6
GALV OR S,S 1 74
TUBE E�TENDS BEYOND, ' I -
114- 0 ELCO ULTRACON TO CONCRETE/EMU LAST TRUSS MORE INA 2- 1- 6063-T6
S . C W
R 114 LAG RE
0
IN E M IN W.. SO
M
5- 0 C W11-1/4" HIM EMS 6'. EXTEND TUBE TO u 5 x 1/1
OR 1/4-0 LAG SCREW @ 9- OX W/1-7/8 NEXT TRUSS. AL M. ANGLE W/ THREE
MIN EMS, IN WOOD SGgO.42. TO OSS. 114 -0 WOOD LAG
a SCREWS WITH
/4-20 S'S� MACHINE SCREW P
IU MINIMUM THREADED
4G CONCRETE, 2- 0 C, IN BETWEEN TRUSSES PENETR. - I' IN WOOD 15-23:
4 BLOCK OR x S I/ WITH 1/2 0 ACCESS HOLE ON x � . ,
:RAMING SEE 2 x 5 x 1/8" CONT. BACKSIDE OF TUBE OR .14 SMS X EACH RAFTER OF TRUSS,
R SCHED, BASED AL UM, ANGLE (6063-T61 6' OX. MAX, IN BETWEEN
ILI 24- Of MAX WHERE PAIM
If OF STRUCTURE ANGLE EXTENDS BEYOND
LAST TRUSS MORE THAN
6- EXTEND ANGLE TO
SPASS THRIJ DETAIL UIAX� DESIGN LOAD It 72 P.S F J, (MAX DESIGN LOAD 72 P.S_!j TRUSS MOUNT SECTION NEXT TRUSS
SCALE 1 3'. V- 0 SCALE 3-. 1 - 0' no
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OR
A
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C WJM IN
EMBED
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B,.
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VT ACCE'PTABLE
DIST
RECESS SILL DETAIL
Iv- O�.
1/4 MAX FROM
PIN GUIDE TO
BUSHING WASHER
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MOUNTING
MIN OF TWO I
TYP. SECTION FOR SHUTTERS
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2- MIN EDGE DESTANCE
IN EENUE
LOAD CONN WE NH
CO
ANCHOR (Pd) a al a I a I a I a I a I cs a I a
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48
62
n
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ILV 112.0-17.r I ULU- S.w 4.S' CW
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72 lfi.� 1 .
16.0; 7.W 7.0- 6 0 16.w 16 T 4.5� 4V 1 0- 14 0' 12.� 3.0- 3.W 7.5�
110 16.r 15.0 4.5- 4.0- US.- I u 2.5 7.5
z
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V G.D. 111-S"I U.S. 2.
20
.12 INS W/ 2- EYEiffAU 48 5 v 3.V 3.0- 4.F
I I . . . . . . . . . . . . . . . 1 1 . 8. S. ld.V w 13.0- S. If 12'r 7.5- 7.V
-
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6: r r 10.W 5.0" 4X
10 0- 4.0 35 C 3.0--
MED 12 P r 7.S-1 4.S' 3.5-
72 ' E ' 3.0" 3!0- 4.5-
F 3.5- 3.0-
N`4�� 110 7.D' 3.�
7.0- 1.0"
3.0-r 3.- 3.V
r2m 3.51 3.0" 3.5
ANCHOR SCHEDULE ED CONCRETE BLOCK
T116- WOOD BUSHUIG
IAYMINEMBUDNW�20
55 MACHME
4-m
il
A
W
16 V 1&0" 9-r - 13.W S-v 13.Wl 7.V 17.r 3.r 3 - 4.r
Z 2r 16.0- 13.V 5 r
I 3.r 2.20; 3X
62 14.r 14.r 6 TV 2�p
T2 W 42
72 i2,r X
72 5.r 7X 3.V F ri LV
O� a-w = m -5. 2'0
OU 0. 14r gr 10 T
110 7.0- 7.V 3.0- 3.7 .0- 2
1�-
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4B 15.V 16.0" 13.0- 35� 16.0- R.S. 8.0- 1 6 0'. S-0. S.O" 12.&'
62 16V 16V 9� 16.W 6.W 6.0" 4 '. 3.Y' 7.5-
2 6 0'. .0
72 I6.V 16.0- 11 J716.V 5.0- 5.01, 2 3...S' W 6V
110
16-r 16.0" 5-w 9.5- 3.� 3.0" 2.F 4.�
4 5. 6.00�� 2p
...R
5116- � T�N n Wj
LOAD�
48
4 MEN EMU DUSTANCE
S.�� UD I. W-r S,�� U� T. V�8 sws UP TO lr�
E� I CICONNWE CONNWE CONN WE
I.I. � I[. 1.1.1cs
Ib.V 16 V 10.0- 26 V 2&V 1&V 16 0- I&W 16.0- 26.0- 16.0-1 ICT I 10.V lls.rl
200 9.0 7.5 2.r 2 r 7.r �r 2.5 4.r 2 r 2.r 4.r
0.
ANCHOR SCHEDULE: WOOD _7-0.421
'VIA
2-2/4' NOR. EMBED
62
la.v I
K116.VI16.0 I W !LV I&V 16.V Ilr ll.r 16.0- 16.0- M.rl B.W 11O.cr
3/� HIM EOGiE D=MCE
72
16.0-- lb.� 15.Y 15.� mu- lcv IO.V 9.5- IS.r 14.V 12�1 &r &W
0
SwmUoTo&�
x
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t;-
0 ANCHOR
=9
(pa)
CONHWE CONN WE CON N WE
Cl a 0 a CI I a m [a Cl a a a
stle EEo Ut�ON W1
16.W 16.V 13.r 13.r 16.0- 16.0� 16.0- B.V 7.V 16.0- 9.5- 9.5- G.D.
1/4' UG SCRM WITH 1-3/4
48
16.r 16.0. 16.w 6.0- 5.5- IG-v
2-1/4- MEN. EMBED
72
-110-
200
o.
1G.r 16.w 9.r S' 16.0- 12.V 12.5- U.S. S.C. 8.0- 6ST
1&0' 16.0- 7.r V 14.V 9.Y 9.r 6.0.
B.F a1v S.T S.S.
ol,
MININREADPENE7RAMN
Q 16.0-16.W 16.0- 4.5� 4.0" 13.r
72 16.0- 16.0-16.0- 3.5- 3.r 111& 9.5-
I5.V 9.0- SO" 2.0" 2.0" SO" 7..Y'
7.r 6.0- 2.0- 4.0-
200 7.r 7.r CV 2.V
*.12 05�MS Wl 2T ffE�t%
A IMSE. Wr. Ej
62
2- MIN WE DITUTANCE
m. LA. C2 C2
F�� A. E.
I Cl a 6.
U-
1 3,_
114SMS *14WOCO�
8 OR 44' 06WMT�ER+
IN 1-3 'MINTHREAD
PEN� ON
48 16.0- 16.0" 16.0" 6.0" 5.5" 16V 11.0 ll.F' 3.5�
14.0- 15.0" 4.V 4.0" 9.5- 8.0" 7.0- 2.r 4.r
-2.y
n- itt S.r 2.0" 2.V 1.
11.0- 11.5" 3.T' 3.5" 7.0" &P
110 Io-r 6.V S.5- 2.0- 2.0" 3.5- SO- 4.-r- Z-F 2.V
�60
1 '116.W! 6.5-16.0-j16.Vj12.PlI2.Vl 4.0" 3.5"17.5-17.0-1 6.5- 4.w
200
5.0- S.W 4.5- 2.0- 2.r S.O. TF I 2.r
1120 1
1 200 16.�� 1 S.W r111117111,111A 3.V 16.0-15.0- V_1114WZIA 3.0-16.0-15.0- �1111,TIIIIIA 3,V 1
ANC�OR N�: SEE SKEET
15-2338
IOFORANCHORNO�.
r13
0.032- D.03r 4 O.m.
0-1-745--
32.BQ7�4 0.18V
03 no.
LIGHT-N-VIEW WINDOW
N �Ts ��c P�CS 5"1431T-UL-%HB
w--�ROUND %ONDOW
�SEMMY
EDGEOFAMORDION
BI.ADES
T-
-ZHOI.ETORECEIVEROUND
I
ROUND WINDOW
12- MIN MOM z Lci N. PEON"'
EDGE OF SHUTFER, r EDGE OF ACOORDION
TOP OR B�M
STA,, OF
3.V MIN,
Z875-0
ROUND%
/'2-�\ LIGHT-N-VIEW WINDOW
M3,/ N.T.S. �IUORE�
12- MIN FROM
m
MaANGUIAR E .5 1 x
DOW ASSEMBLY BLADE W/ ROUND WINDOW
EDGEOFACOORDION N.T.S. EXIEWOR EI-EV
f--L210 ----- i
3.5- M�N
�Prm 0 0 0
ID u , a a
1.500' 6.000-AOL.Ecro /
MaWXE REUANGULAR
�-1-5-4
�I�
I.5DO- x 6.000- HOU (TO RECEI�
KaANGU� WINDOW ASSEMBLY)
RE=ANGUI.&RMND0W
BLADE W/ RECT. WINDOW
'\ �3 N.T.S. �RIOR
1611
MY .02V
.118
(ma.)
14V
.35
SE�Ofl A -A
/1� RECTANGULAR WINDOW
iv N.T.S. E�EJUORE�
r3-�\ RECTANGULAR WINDOW
\�3 N.Ts. lDffERIOR�
RECIANGULARWINDOWN01ES:
1. THE RD=ANGU� �ww SHOWN IN
5/13 IS MAt)E MOM GE WO UE)(AN
O.D77 MINIMUM `IHIMESS.
2. FMME MR REaANGUM WINDOW MY
BE �ON 6 OR MLYMR90NAn � A
MINIMUM THICKNESS OF 0.161'. A�ACH
TO BLADE � (6) #4 SS S�S OR
BOLTS WM NUM.
I