HomeMy WebLinkAboutConstruction PlansIL
GENERAL NOTES:
1. THIS SYSTEM HAS BEEN TESL
CODE SIXTH EDITION (2017)
ZONE, AND THE INTERNATIOI
(IRC). THIS SYSTEM MEETS IV
ASTM E1996-09. SEE PRODU(
2. POSITIVE AND NEGATIVE DES
DETERMINED PER SEPARATE
RE UIREMENTS AS DETERMII
FL0 DA BUILDING CODE SH,
PRESSURE CAPACITY VALUES
3. TESTING WAS CONDUCTED II
4. DESIGN PRESSURES NOTED t
SAFETY FACTOR._
I 6.8 STREAMLINE SHUTTER
FOR USE WITHIN AND OUTSIDE THE HVHZ"
AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
R USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE
BUILDING CODE (IBC) AND INTERNATIONAL RESIDENTIAL CODE
ILE LEVEL "D" AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN
kLCULATED FOR USE WITH THIS SYSTEM SHALL BE
'CORDANCE WITH THE GOVERNING CODE. PRESSURE
:E WITH ASCE 7-10 AND CHAPTER 1609 OF THE
)R EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
R ANY ASSEMBLY AS SHOWN.
rH TAS 201/202/203 AND ASTM E1886/E1996/E330.
ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5
S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM -GLAZING REQUIRED FOR ALL WIND
ZONES, IN ACCORDANCE WITH ASTM 1996-09. IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION.
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND
LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR DESIGN.
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 DIRECTIONALITY FACTOR OF Kd =0.85
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE.
9. 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
61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE.
10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM
THE STRUCTURAL SUBSTRATES DETAILED HEREIN.
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
DOCUMENTS.
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS .BE PREPARED, SIGNED, DATED AND
SEALED BY A LICENSED ENGINEER OR REGISTERED, ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION . AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL.
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM
INFORMATION: TOWN & COUNTRY. INDUSTRIES
FORT LAUDERDALE FL
MISSILE LEVEL D - ASTM E1889, E1996 & E330
TAS 201 202 & 203
FLORIDA PRODUCE APPROVAL NUMBER
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25
K.S.I.
15. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A
MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/,VO OR 3/16" 0 5052
...... ...
16. ALL SHUTTERS SHALL HAVE A LOC14
BOX LOCK AT CENTER OR SIDE CLO
17. TOP AND BOTTOM DETAILS MAY BE
18. FLOOR TRACKS MAY BE REMOVABL
19. MOUNTING EXTRUSIONS MAY BE BE
20. ALL DIMENSIONS SHOWN INCLUDE
21. ALL STEEL IN CONTACT WITH ALUM
22. SHUTTER MAY BE INSTALLED WITH
23. SEALANT SHALL BE USED ON ANCH
TABLE 1:
MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR
AT N
T TO
UP TO
ACCORDION SHUTTER
SPAN SCHEDULE
SHUTTER
POSITIVE
DESIGN
PRESSURE
NEGATIVE
DESIGN
PRESSURE
SPAN
PSF
PSF
72"
100
100
99"
1 70
70
120"
1 53
53
144"
1 43
40
;ED AS FIELD CONDITIONS REQUIRE.
4CKING LOCATIONS. USE REMOVABLE ANCHORS.
A CURVE WITH A MIN. RADIUS OF 10".
SAINTED OR PLATED.
IONAL BLADES OF SLACK.
WHEREVER WATER SEEPAGE IS POSSIBLE.
HURRICANE
TABLE 1 NOTES: File Copy
1. DESIGN PRESSURES SHOWN IN "ACCORDION
SHOTTER SPAN SCHEDULE" ABOVE. ARE
MAXIMUM ALLOWABLE DESIGN PRESSURES
AT EACH RESPECTIVE SHUTTER SPAN. �y
2. LINEAR INTERPOLATION BETWEEN SHUREVIE 1��e�� ED FOR
SPANS IS NOT PERMITTED. FOR SP
BETWEEN THOSE INDICATED AB V E COMPLIANCE
DESIGN PRESSURES FOR THE NEXrHIM
STTLUCIE COUNTY
SPAN SHALL BE USED. ®p /�
OCC
UNLIMITED WIDTH
r SECTION
ATOLL
No PE004554
_ -2 r
�~O '•. STATE OF
sS• ��ORIOA..•'
r��,r �i�1 III1 CO
PLAN VIEW
BOTTOM
TRACK
LOCKING MECHANISM, SEE
TYPICAL PLAN VIEWS -
TYPICAL ACCORDION
1 SHUTTER ELEVATION
TABLE 2: 1 V. f5. EXTERIOR ELEV
MINIMUM SEPARATION FROM GLASS
SHUTTER
HVHZ
NON-HVHZ ESSENTIAL
FACILITIES
INSTALLATIONS
<_ 30' ABOVE
GRADE
INSTALLATIONS
> 30' ABOVE
GRADE
INSTALLATIONS
5 30' ABOVE
GRADE
INSTALLATIONS
> 30' ABOVE
GRADE
SPAN
72"
2-1/4"
1-518"
2-3/8"
1_0"
99"
3-1/20
1 7/8"
3-5/8"
1-7/8"
120"
4-1/8"
2"
4-114"
2"
11011
47/8"
2"_
5'
2'
. 0 N
uj In 'j$u
J m
LL Na
ourg
�a5 I��
n. 6912
U) It
3���z
= Z
0W
7O
1.
2.
.HVHZ: DEFINED AS MIAMI-DADS COUNTY.ANP BROWARD COUNTY FLORIDA.
. DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY
a 4 i° w_
00PO i1RR ML
15-2
3.
, NO SEPARATION._ FROM GLASS IS, REQUIRED FOR INSTALLATIONS IN. WIND
:ZONES 1 THROUGH 4 OUTSIDE,OF THE HVHZ, PROVIDED THAT SHUTTER HAS A
MINIMUM SPAN OF AT LEAST 300.
A� ;
PAm: DO=
'
4. ,INSTALLATIONS IN WIND ZONES i THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30" SHALL
5.
HAVE .2-7/8" MINIMUM SEPARATION FROM GLASS WHEN 5 30' ABOVE GRADE, AND 1-5/8" WHEN > 30'
ABOVE GRADE.
LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE
6.
INDICATED ABOVE, THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
E1996-09.
q
At
2.874"
i-0.115"
N
1.708" -
�
0.195"
0.630"
4069"
5.745" MAX.
OWALL
SCALE: HALF SIZE
0.725"
�- 2.655"
1.069"
N
PROJECTION VARIES _
4.874" MAX.
0.125" 1.708" -
0.100" ^�
�rt 0�r L 0.195"
0.125°
0.630
A]-iO.200"
�1.069" 4
5.745" MAX. -
OBUILD OUT WALL
SCALE: HALF SIZE
_r-
0.062" 0.450" Ln 0.080"
.0.100" 1.830" 0.062" a
0.080" 0.063"
0.060"Y0070" N 0.060"2.820"
0.630ti 0.630" 0.062"°0.062" ^ 1.993'i -{--0.971" 0.143 0.143°
0.971" "--�-h070"4 0.062" .200" , 0.06p" i 0.630" 0.06 ''
-/` "�
SUPPORT LEG OPTIONAL �-1.069"-� 0.200
0.062"
�{- No P60D4654S
;+O STATE Op
1.90B"j�OR10A
_n �NA� CNv
i/J O
0.630" v
r 0.062
1.069" 4 -+ 0.062°
OSTREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL
SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE
WHERE SHOWN, SCREW BOSSES
& FELT GROVES ARE OPTIONAL
ON ALL EXTRUSIONS
0.874" } 2..5"
2.195" 0
I }-� 510"
1.229" I I 0.
Ln
N L07 Ln
- N Li I
.83
it "
. i 0.105" 0.105" -4.510"- 1.069
SILL
O8 SILL ADAPTER
SCALE- HALF SIZE
SCALE: HALF SIZE
- 4.753"
4.510" -}
0.044" 0.227"
I NOTE: THICKNESS OF BARE
METAL W/O PAINT IS 0.039"
n 6.8 STREAMLINE STACK
\-J SCALE: HALF SIZE
0.875"
-- 2.195" 1.230"
105" 0.060" i _
0.105" I M
1" O fV In it c I M
J� 0.105" "^ "
------- 4.510"
gOEXTENDED SILL
SCALE: HALF SIZE
0.143" -} 0.143" t-
1.708" - 0.143"
0.090" N
0.682" 0.630"
2.822"
16 RADIUS CEILING HEADER/SILL
SCALE: HALF SIZE
2.362°
" � t
0.075" ; n 3 0.075"
i 0.994" 1
0.07 °
3.506°i
4.84"
4.510"
0.044"
NOTE: TESTED THICKNESS OF
BARE METAL W/O PAINT IS 0.039"
10 EXTENDED SILL ADAPTOR G
ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE
SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE
0.060"r
- 1.625" -4
17 6.8 STARTER
SCALE: HALF SIZE
oOND 0.I 0.
=O-F
-1.570" 0.510"
6" 0590" 0.341"-06 0.070" �,0.245"
0.115" �0.080"
0.096"
0.180"
0.080"
1 6.693°
1 g WALL SILL CLIP
SCALE: HALF SIZE
18b WALL SILL
SCALE. HALF SIZE
wM
wW Rnii mys
W o -=go
Z� �u>U�m
a�w oWoo2Zk21�wWo m
O,1lu
N W'Lsw
W u7
wo
PAGE DESOU PTION:
c�
-} 0.125"
T
0
0
0
(V
I 5" MAX. I
19 ANGLE
SCALE: HALF SIZE
t- } 0.250"
R0.155"
110.500"
0
0
N
Mf
- L2.250"
0. 250""
�--- 2.750" --�
27 RAINGUARD
SCALE: HALF SIZE
0.610" STAINLESS STEEL
ASSEMBLY
k0.320"101. HOLE
0.880NYLON
0., - 05�"WHEEL
1.100"-i f 0240"
TYP. AT EVERY OTHER
INSIDE ]DINT AT TOP.
22 ROLLER ASSEMBLY
SCALE: HALF SIZE
0.500"
0.064" M
0.118" ] �- 0.224"
�-- 2.000" --� 0.060"
28 DECORATIVE FLOOR TRACK
SCALE: HALF SIZE
5.500" x 13/16" WIDE 0.400
"
r.167"
in
:c
N It
1
M 0.125"
LL 0.188" 7D�TYP.
1 4.500" 1~--1 0.689"
DELTA MODEL 2022 SECTION A
INDUSTRIAL SYSTEMS
35 BOX LOCK
SCALE. HALF SIZE
3
T
0.250"
0
c
fIV
1 7.000" I
2X7 ANGLE
39
SCALE HALF SIZE
cz
1.950"
0.280"--t
1
.4 0"
O W
r 0.050"
"
vooz +
u� w
o
in
v � 0
0.1� 20" i
�I
Ir
0.750"
0.870"
CYLINDER -SOLID BRASS, NICKEL PLATED
HOUSING -ZINC DICAST,POWDER COATED
NOTE: MAY BE KEY OPERATED OUTSIDE
OR KEY/THUMB TURN OPERATED INSIDE.
23 BRASS PUSH LOCK
SCALE: HALF SIZE
0.623"
0.790" rl r 0.090" r 0, 319"
0.09
o + o
+ 0.239" }-
0.496"
1.758"
3.476"
30 UNIMATE LOCK
SCALE HALF SIZE
POWDER COATED, ZINC DIE-CAST
36 T-LOCK ADAPTER
(OPTIONAL)
SCALE: HALF SIZE
}-1.625" -{
T-t 0.05.1
025" -fi
0.085"'
n
n
N 0.085"
20 ALT. 1" END STRIP
SCALE. HALF SIZE
NYLON WASHER OR
ALUMINUM
#10 x 2-3/4" 410 HT S.S.
INSERTS SCREW W/ TC ULTRACOTE
INTO COATING
TRACK (TYP TOP & BOTTOM)
NYLON BUSHING W/ WASHER:
7/1610 x 112" @ INTERIOR JOINT TOP
7/1600 x 1" @ INTERIOR JOINT BOTTOM
EITHER CAN BE USED ON EXTERIOR
24 BUSHING ASSEMBLY DETAIL
SCALE: HALF SIZE
1.978" -
0.236" 1.742" -
1.710" -
r 0.531"
co
p
c-
t26'
0.1
0.607"
N
I :a in in
rl
ruii oco
''
0.240"
�-?
+
0.160"
1.0014 0.062" 0.062"
0 31 MALE BOX CENTER
SCALE> HALF SIZE
7/16"0 STAINLESS
STEEL NUT
30
5/16"0 INTERNAL
THREAD
37 T-SCREW INSERT
SCALE FULL SIZE
1.500" -
0.093"
• o
0
o c
c 0.093" M
c
21 1.5"x3"x0.093" ANGLE 25 2"x3"xO.125"
SCALE: HALF SIZE SCALE: HALF SIZE
5/16-18x1 MACHINE SCREW
STAINLESS STEEL
HEAD STYLE VARIES
38 THUMB SCREW
SCALE: FULL SIZE
f-2.000"---f
ANGLE
0.357"
0.276"
�-;,'
0.591"
co0.062"0.154"r 0.137"
\`X111111111./, /I
* A, F
pF004654
tn��'.,•��TgT�c0
ENG�4%,
��1�II►lllll ,
25 BOX CENTER INSERT
SCALE: HALF SIZE
2.125"
0.286" 1.603" 0
1.224" .267"
i-
6 I 11 Tr
n
O
BO
0.607" oo,
�.
In ."-1 .�-1 ' r` (n N
CO n et En
40 "
0.222 t 0.2
0%2" 0.176"
32 FEMALE BOX CENTER
SCALE: HALF SIZE
-4-0.062
0
iv
■ �4Qa'
0.438"
N
0.121"
_1.050"
rl
c
0.254
40a 40b 40c
I1�'319
END STRIP 1"
2 & 3 EXT
-1 r 0.125"
SCALE: HALF SIZE
i
�L
- to
N
;nnw M $E
'J F-v N bi0�"
ai t:
oon dHm
LLN ,
CwW UC.;,z21
V 0 W 4" W
�
al
luz
I �W W
�„t O
I
J
I
i
n
m
ANY ANCHOR PER ANCHOR
SCHEDULE @ 18" O.C.
EMBED.
EDG
DIST.
USE (1) BRASS PUSH LOCK
OR (1) 5/16-18 THUMB
SCREW IWTO THREADED
INSERT 37 AT 1/3 SPAN
TO 2/3 AN FROM
BOTTOM OF SHUTTER.
RECEIVING HOLE SHALL BE
3/8" MAX WIDTH, UP TO
1" HEIGHT. j& �1
W
0
N
H
O
EXISTING
GLAZING
�O�
(INTERIOR)
l 6.80" (TYP.) L
(EXTERIOR)
TYPICAL PLAN VIEW
SCALE: 3" = 1'-0"
(INSIDE)
V)ZON
w
a~m
Q
r-
zax
SILL `" n.
USE (1) BRASS PL
OR (1) 5/16-18 TH
SCREW I0(0
THR
INSERT AT 1,
TO 2/3 N FR(
BOTTOM OF SHU1
RECEIVING HOLE
3/8" MAX WIDTH
1" HEIGHT.
0 0TYPICAL OUTSIDE CORNER CLOSURE
DETAILS WO/CORNER POST
NTS
TYPICAL
CC2 DETAILS
NITS
EDGE
DIST.
LEG DI CITON KA
'--MIN. 0.062" THICK 6063-T6 ALUM.
ANGLE 1" x 1" MIN. TO 2" x 5" MAX.
(ANGLE LEG MAY BE REVERSED)
38 ANY ANCHOR PER ANCHOR
SCHEDULE @ 18" O.C.
13 13 #12 X 1/2" GALVANIZED OR S.S. SMS,
3/16-f6 ALUM. POP RIVET, OR 1/4-20
USE (1) BRASS PUSH LOCK OR (1) MACHINE BOLT & NUT @ 18" O.C.
5/16-18 T�UMB SCREW INTO THREADED
INSERT (37} AT 1/3 SPAN TO 2/3 SPAN
FROM BOTTOM OF SHUTTER. RECEIVING END STRIP SCHEDULE
.JA. G —l... — 7I.0 as•V .urllT_l ..1—
OGLE
ih
ALTERNATE END STRIP DETAIL
WITH 6.8 STARTER AND ANGLE
SCALE: 3" = V-O"
ALTERNATE END STRIP DETAIL
SCALE: 3" = 1'-0"
EXISTING GLASS -7
� 1
SEE END STRIlt, �� 9
SCHEDULE FOR (+(i No 3EOQ4
SPAN WHEN USING; _
20, 40a, 40b �R $Oc, r4 -
1/4" OR 6.8 STARS, �0
MAX_ WITH 21 OR 25-
21 25 ss/
u Ln
6
ffilu3i'l
/
uN� it
FASTEN ANGLE TO TRACK W/
(2 *10xl" SCREWS AT
f n�
P> Q :: W
CORNER, TOP & BOTTOM; AND
ATTACH TO 6.8 STARTER W/
*12 x 1/2 GALVANIZED OR
Q
Z 0 5 0
Z
S.S. SMS 3/16.0 ALUM. POP
RIVET Ott 1/4-20 MACHINE
BOLT �c NUT @ 18" O.C.
(,(J O', -1 aw
v W " z
ANY TRACK W/
A W b=w
ow w
SCREW BOSSES.
V4 0
SEE END STRIP
SCHEDULE FOR MAX.
SPAN WHEN USING
20, 40a, 40b OR 40c,
1/4" OR 6..8 STARTER
(u)AX• WITH 21 OR 25.
40 40 USE APPROPRIATE
STARTER STRIP TO
40 20 PROVIDE CLOSURE
FOR
BUILDING CONDITIONS.
FASTEN STARTER STRIP
TO TRACK W/ (2) #10x1"
SCREWS AT CORNER, TOP
& BOTTOM.
ANY TRACK W/SCREW
BOSSES.
N a w
USE (1) BRASS PUSH LOCK
(INSIDE)
a~m
OR (1) 5/16-18 THUMB
Q
a
SCREW I 0 THREADED
INSERT 37 AT 1/3 SPAN
SILL
z
TO 2/3 AN FROM
tn a
BOTTOM OF SHUTTER
l/
30
Xk3
5 13 23
((11ITCIIIP1
z/ USE (1) BOX LOCK AT 1/3
SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER
MULTIPLE SHUTTER ASSEMBLY
SCALE: 3" = 1'-0"
141
N
Y1
N
lO
n
0
co
O m
Ce.r
a.5
f ic
�o
Is
2FASTENERS
EACH ANGLE
1" x 2" x 1/8"
OR 2" x 2'• x 1/8"
ALUM. ANGLE
THREE 3/16-0 ALUM.
POP RIVETS OR
THREE #12 SMS, TYP.
TABLE A (a3)
PRESSURE VS ALLOWABLE LENGTH/
PSF
2 No a/O8"
3 No B/08"
62
130"
168"
72
124"
179"
82
119"
172"
92
114"
165"
102
I10"
16V
120
104"
147"
150
9r
13r
200
88"
114"
3/16 RIVET OR #12 SMS
P 18" O.C. OR 1/4-20
NUT & BOLT (TYP )
A
ALUM. TUBE-
6063-T6 ALLOY
E SEE TABLE B FOR SIZE.
c 1" x 2" x .093" 6063-T6
ALUM. ANGLE, TYP. {
Cl CONNECTION TYPE
REFERENCE ANCHOR EXISTING HOST
SCHEDULE FOR MAX. STRUCTURE
_ SPACING 7' MAY
Cl CONNECTION TYPE
REFERENCE ANCHOR
/ \ SCHEDULE FOR MAX.
SPACING
ALUM. TUBE I 1 l 6063-T6 ALLOY i l
*MAY
E TABLE A FOR SIZE. t~n (5�OR 6 OR f
/ I ALTERNATE THRU BOLT OR -/
t Cl CONNECTION TYPE
_ , REFERENCE ANCHOR MIN. GLASS
�- SCHEDULE FOR MAX, SEPARATION
13 I SPACING PER TABLE 2
it i Ftt
1 GLASS
" ' !! OR DOOR -
16-0 ALUM. POP `•
61
ET OR #12 SMS j L`--
18' 0 C. (TYP.) 1
RNq TF
_ �0 6 OR
LE OR \_ i 1-Iaq
0FEMALE LOCK -SLAT
13 ALTERNATE THRU BOLT I
C5 CONNECTION TYPE Cl CONNECTION TYPE
CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR
NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. I '"'
SPACING
TABLE B (m)
PRESSURE VS ALLOWABLE LENGTH
PSF
2W H L0/0
3WlTTH 1SIO
62
113"
166"
72
107"
157"
82
101"
147"
92
95"
139"
102
90"
13r
120
83"
12r
150
74"
109"
200
64"
94"
3/16"0 ALUM. POP
RIVET OR #12 SMS
@) 18" O.C. (TYP.)
2FASTENERS
EACH ANGLE
THREE 3/16"0 ALUM.
0 POP RIVETS OR
T THREE #12 SMS, TYP
0 0 1" x 2" x 1/8"
OR 2" x 2" x 1/8"
ALUM. ANGLE
USE MALE OR FEMALE
LOCK -SLAT
B
TYPICAL CORNER CLOSURE DETAILS
NTS
#12 x 1/2" GALVANIZED
OR S.S SMS, 3/16"0 ALUM
POP RIVET, OR 1/4-20 —
MACHINE BOLT & NUT
p 1B•' O.0
1/4-20 MACHINE BOLT
W/NUT (°l 12" O.C. OR �; No Mi
#14 SMS @ 6" O.C.-
(TYP. TOP &BOTTOM) _ rn %D
`J 04
Z w u. Ul
c'
00 'LL
-� zX
> �a a
w rrnn
wUu l:J� �Qlu aO
13 �QNn� ZX a+C+mZZ
�ul
NLLJ waQ WW v2W-ez"
XNLnF 3�,. 6
Q=� UIw&SW
w
F i-CN IY
z F- %D
J v)
1/4" MAX. FROM PIN
GUIDE TO BUSHING
WASHER (TYP.)
-14x3/4" SMS (a 9" 0 C.
ANGLE TO TUBE CONNECTION
J 2" x 2" x .125"
EXISTING HOST
EMBED. 6063-T6 ALUM TUBE
STRUCTURE
S CONNECTION TYPE
EDGE DISTANCE REFERENCE ANCHOR
SCHEDULE FOR MAX -
SPACING
FASTENER (al ANCHOR SHOWN o C.
(USE ANY ANCHCb SCALE : 3-= 1'- 0" ALTERNATE BUILD OUT MOUNT SECTION
IN ANCHOR SCHEDULE)
-2' x 2• x
090" 6063-T6
ALUM TUBE TYP.
Q
z
F
2'• x 5" x 1/8"
x CONTINUOUS
ALUMINUM ANGLE
OPTIONAL ANGLE
ORIENTATION TYP.
INSID
(OUTSIDE)
SIDE CLOSURE OPTIONS
SCALE 3" = 1'-O"
PER TABLE
GLASS 2
OR DOOR
w
am
w ,
Hw
w LLHorn
>>
I- Y0o
tA
pthJ
a c�aa
Oar
H to
EDGE D I S T < 4 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX
SPACING
EXISTING CONCRETE,
BLOCK OR WOOD FRAMING
EE INSIDE SILL MOUNT SECTION
SCALE : 3"= 1'- 0"
N
n
m
J
U.
'AGE DESCAIPCION:
I
Z I"
OJ
o
GLASS
n (y 0 ^ GLASS
OR DOOR
F U U > OR DOOR
Huul,
�aZ�
13 =wQ�
MIN. X N N J
1/4"-20 THRU BOLT W/
GLASS Q IY m #14 x 1/2" SMS @ 12" O.C.
SEPARATION = Q
LOCK NUT 12" O.C. OR
C�
w
E I- F OR 3/16"0 ALUM. POP
PER
12 x 1/2" SMS @ 12" O.C. E.S.
OR 3/16"0 ALUM POP
TABS 2 z RIVETS @ 6" O.C. OR 1/4"0
ALUM. POP RIVETS @ 12" O.C.
RIVETS @ 6" O.C. E.S.
R 1/4"0 ALUM. POP RIVETS
J=
/ N 11 AND 0
@ 12" O.C. E.S.
l / 1/4" MAX. FROM PIN ASSEMBLY
O AND@
GUIDE TO BUSHING o
ASSEMBLY
WASHER (TYP) w
1In
/2- TYP. EXISTING CONCRETE, F
BLOCK OR WOOD FRAMING "'
4 CONNECTION TYPE
w/
REFERENCE ANCHOR
EDGE SCHEDULE FOR MAX.
/
D15T. SPACING AS SHOWN
V1/
3 CONNECTION TYPE IN DIAGRAM ON PG. 9
C5 CONNECTION TYPE
REFERENCE ANCHOR EXISTING _
SCHEDULE FOR MAX. STRUCTURE ♦`
SPACING
w Cl CONNECTION TYPE S" MAX. 1/4-20 MACHINE B06:4 .' " � Q
w t- REFERENCE ANCHOR 19 W/NUT @ 12" O.C. (321L : NO '
F = o SCHEDULE FOR MAX. #14 SMS (al 6" O.C.-
uj - ::• _
MIN. 13 = 3 to = J SPACING 1/2 (TYP. TOP & BOTT6t O M; 7k
GLASS In r o m
:PARATION PER z o z F w Q •, W m
Y U3
TABLE <goR6OR
0 JwU n 0R�6
ym
rw
1/4" MAX. FROM PIN NdN GLASS w Ka a
SEPARATION 13 I- w>> v p m Z C
-,�&1/2" TYP, GUIDE TO BUSHING PER TABLE 2 I- N = Q - Z^'1, at, �e'Z
WASHER (TYP.) O=a=LLJ � WW wr40 m�
GLASS tnt-oucaA
3 CONNECTION TYPE OR DOOR — j uj — Q 3 C� --� L9
EDGE REFERENCE ANCHOR I Q w X Q~ elf W aiw
DIST. SCHEDULE FOR MAX. i U w 0 Lu w
SPACING a .a
REFERENCE ANCHOR EXISTING CONCRETE --
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING
SPACING. ALT. FASTENER
I'l
in FS-P-A-N-1 LOCATION. FRONT AND
1/4"' MAX FROM BACK ANCHORS NOT REO'D O WITH THIS LOCATION INSIDE MOUNT SECTION
PIN GUIDE TO SCALE : 3"= 1'- 0"
BUSHING WASHER O INSIDE MOUNT SECTION
(TYP.) A
I SCALE : 3"= 1'- 0"
-- / TYP. BOTTOM
NOTE: FOR DETAILS A, B, D. AND E ON THIS SHEET,
THE BASE TRACK MAY BE INSTALLED IN SECTIONS
WITH 1/4" GAPS, PROVIDED THAT EACH SECTION HAS
A MINIMUM OF TWO SETS OF ANCHORS AND IS A
MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK
USED WITH THE BASE TRACK MUST BE CONTINUOUS
OVER THE GAPS BETWEEN SECTIONS.
1/4-20 S.S. MACHINE
SCREW & NUT @
12" O.C.
GLASS
OR DOOR—
k
i E
N
i OR
x 3" x 1/4" CONT
)63-T6 ALUM, ANGLE
1AY BE REVERSED
S SHOWN DASHED) —
MIN. GLASS
SEPARATION
PER TABLE 2
WALL MOUNT SECTION
SCALE : 3"= 1'- 0"
Ir
w
I- w
FwO�
FtAZ
wLLJ
�Fzum
l7 O u Q
XzOzI-
QWIZQ
gJ0
UV)
lu
w
Do
GLASS
OR DOOR —
#12 x 1/2" SMS @ 12"
O.0 OR 3/16"0 ALUM.
POP RIVETS @ 6" O.C.
OR 1/4"0 ALUM POP
RIVETS @ 12" 0 C.
U7 AND
ASSEMBLY
o
1/4" MAX. FROM PIN
GUIDE TO BUSHING 6-
WASHER (TYP)
EXISTING CONCRETE,
BLOCK OR WOOD
EXISTING CONCRETE,
FRAMING
BLOCK OR WOOD FRAMING
•C3 CONNECTION TYPE
#12 x 1/2" SMS @ 12"
REFERENCE ANCHOR
O.0 OR 3/16"0 ALUM
SCHEDULE FOR MAX.
POP RIVETS @ 6" O.0
SPACING
OR 1/4"0 ALUM POP -
RIVETS @ 12" O.C.
Cl CONNECTION TYPE " -
REFERENCE ANCHOR 1/2"
SCHEDULE FOR MAX.
SPACING 5 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX
EXISTING CONCRETE. SPACING
BLOCK OR WOOD FRAMI EMBED.
Ca BUILD OUT MOUNT SECTION
EXISTING CONCRETE, SCALE : 3"= 1'- 0"
BLOCK OR WOOD FRAMING
MAX. FROM PIN
WASHER (TYP.)
T EDGE DIS7
EXISTING
4 CONNECTION TYPE
EMBED. STRUCTURE
REFERENCE ANCHOR
5 CONNECTION TYPE
EO E SCHEDULE FOR MAX.
REFERENCE ANCHOR
5 SPACING
SCHEDULE FOR MAX
SPACING
3 16
ri YO
a
w
0 F
0
I-- w
WLLF- -1
w o
Q
MIN, I•- U. 7) _uj
GLASS 13 1.N
tY ~ Ld
w
EPARATIO = = J
tw w >
PER N o V) <
n
11 13 1, Ln a:
TABLE 2 X p Z F GLASS OR
it MIN. GLASS y_ = u
Q o Q DOOR
pARATION N l~7 0 Iu Q
vV)
PER TABLE 2 XZOzF
U
QWM
�-10C
UL/I
1/4" MAX. FROM PIN
u
Q
1/2" 1/2" GUIDE TO BUSHING
TYP. WASHER (TYP.)
w
0 N
1/4" MAX. FROM PII
4 CONNECTION TYPE
w
GUIDE TO BUSHING
WASHER (TYP)
EDGE REFERENCE ANCHOR
DIST. SCHEDULE FOR MAX
SPACING AS SHOWN
2 CONNECTION TYPE
4 CONNECTION TYPE IN DIAGRAM ON PG. 9
REFERENCE ANCHOR
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SCHEDULE FOR MAX
SPACING
SPACING. ALT. FASTENER
EXISTING CONCRETE,
LOCATION. FRONT AND
BLOCK OR WOOD FRAMING
BACK ANCHORS NOT REQ'D
WITH THIS LOCATION
OCEILING / INSIDE MOUNT SECTION
O WALL/BUILD OUT
SCALE 3"= 1'- 0"
SECTION
SCALE : 3"= 1'- 0"
Wtu
s
� 2
F- a � o
�ct0M
Cer
zmma
m EG
3 j In W
Lu
o 'g
Q
S? `t
m
w
O
f
SCALE: — -
PAGE DESCMMON:
99
S
MJN. GLASS
Z
GLASS
SEPARATION
OR DOOR
PER TABLE 2
13 o =O
aaw
w0u
F-uIn
C_
A ^�
= w Q
cnWa
I
XIn�
33
a=a
I
-
Erg
=
w
I
I
I
� m
_
1/4" MAX. FROM PIN GUIDE
I
TO BUSHING WASHER (TYP.)
TWO 1/4"0 WOOD
_
LAG SCREWS @ 24"
O.C. MAX. WITH 2"
THREADED PENETRATION
"T" INTO CENTER OF 2X STUDS
EMB. "T'
14 SMS @ MIDSPAN BETWEEN
STUDS FOR TRACK TO 1" x 4"
PLYWOOD S
TUBE CONNECTION
STUCCO FINISH
1" x 4" x .125"
6063-T6 ALUM TUBE
THIS DETAIL TO BE USED WHEN STUD SPACING
EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING.
OWALL MOUNT
SECTION
THIS DETAIL MAY
SCALE : 3"= l'- 0"
ALSO BE USED
AT TOP
GLASS OR
DOOR
MIN. GLASS
SEPARATION
250'
a La
wU
F-
w I- m
w0a
In = f—
=`)
F-Zw
o2=
wit(A
'j O Z
UQ
ua
C4 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
Cl CONNECTION TYP
REFERENCE ANCHO
SCHEDULE FOR MA)
SPACIN
EXISTING HOST STRUCTURE
ODECORATIVE FLOOR TRACK DETAIL
SCALE : 3"= l'- 0"
ACCORDION SHUTTER
w
a
PER PRODUCT APPROVAL
F•
o
—GLASS
w
F-
I MIN. GLASS
O R DOOR
~
o
_
`� SEPARATION
O 0
13
N
`?
In
II PER TABLE 2
N
N APPLICABLE AT TOP
Z
II
15 AND/OR BOTTOM
X
X
a
��
Q
2OR
ivai
1/2" MIN. ( "
2" x 3" x %8 x CONTINUOUS OR �e n� 2.175"
6061-T6�ALUM ALUMINUM ANGLE
�1" 3 i6
0.9" MIN. THICK 6061-T6 ALUM TRACK
X
ANGLE FASTENED FASTENED TO ANGLE WITH 1/4-20
a
EXISTING 3 KSI CONCRETTEE MACHINE SCREWS AT 3" FROM ENDS
HOST STRUCTURE WITH AND 9" O.C. FOR THE BALANCE
-
I
TWO ELCO ULTRACONS AT EXISTING CONCRETE HOST
1
3" FROM ENDS AND 4" O.C. 2-1/2" MIN. STRUCTURE (3000 PSI MIN)
FOR BALANCE WITH 13/4"
MIN EMBEDMENT, AND 2i4" MAX. DESIGN LOAD AT Y-0" MAX SPAN: EXISTING CONCRETE,
MIN EDGE DISTANCE, f'62 P.S.F. HOLLOW BLOCK OR
STAGGERED WITH 3" MIN. MAX. DESIGN LOAD AT W-0" MAX SPAN: WOOD FRAMING. SEE
SPACING, TYP. t,52 P.S.F. ANCHOR SCHED.
OBUILDOUT MOUNT BASED TYPE OF
�..IO STRUCTURE
SCALE: NTS
III II 1/4" MAX FROM PIN GUIDE
L� TO BUSHING WASHER (TYP)
1/4" TILE (TYP.)
FINISH MATERIAL
3/4'• PLYWOOD
T/4""ObA37-5; GRADE THRU BOLT @ 7" O.C.
OR 5/16"0 A325 GRADE THRU BOLT @ 12" 0 C
GALV. OR S.S.
�— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU
5" O.C. W/1-1/4" MIN. EMB
OR 1/4"0 LAG SCREW @ 9" O.C. W/1-7/8"
MIN. EMB. IN WOOD SG=O 42 TO 0.55
2" x 5" x 1/8" CONT.
ALUM ANGLE (6063-T6)
(MAX. DESIGN LOAD _ 72 P S F )DESIGN LOAD _ 72 P S F )F
Eb PASS THRU DETAIL
SCALE 3"= 1'- 0"
OO WALL MOUNT SILL DETAIL
SCALE : 3"= l'- 0"
EXISTING WOOD (G=0.42)
TRUSS OR RAFTER
@ 24" MAX. O.C.
EXISTING FINISH
MATERIAL
2" x 5" x 1/8" 6063-T6
ALUM. ANGLE W/ THREE
1/4"0 WOOD LAG
SCREWS WITH 2-3/4"
MINIMUM THREADED
PENETR "T" IN WOOD @
EACH RAFTER OF TRUSS,
24" O.C. MAX. WHERE
ANGLE EXTENDS BEYOND
LAST TRUSS MORE THAN
6", EXTEND ANGLE TO
NEXT TRUSS.
0
ua
m
F
w
OTRUSS MOUNT SECTION
SCALE : 3"= l'- 0"
K L. BE9NNARDO, ROE.
f4 `�
P
No
_ * 00465q -
STA
twil 7 CAO,
LA 2'��/ ,O` Y •� W
In /1111 p . = a oc
3Z D Ilii� Lu wluu
C3 �a jaw 13
u1 z t
Z1
/\ O �1
JUE WIIJ o�� Z
CN
IliWLu slZu
olu
�Q w
n
m
rd
t- w
w w F
d
■i�
r LLJ
rNVZiw
Lij
lCWfflWRWLVMAFtDDi7J
�?T
NFzuma--
0O In Q
XQZOZ
-:2339oa _
In
_ --
scALEI_: -
C
PAGE DESM11171ONf
L
12" MIN FROM
EDGE OF SHUTTER,
TOP OR BOTTOM
3.5" MIN,
TYPICAL
r EDGE OF ACCORDION
2.875"0 HOLE (TO RECEIVE
ROUND WINDOW ASSEMBLY)
MAXIMUM OF 3 WINDOWS
PER EVERY OTHER BLADE
1 LIGHT-N-VIEW WINDOW
8 N.T.S. EXTERIOR ELEV
Q.125" 0.125"
0.032" 0.032"
0.196" /
4SO \
1
I
I �
02.875" 03.250" T J 0.188"
29 LIGHT-N-VIEW WINDOW
N.T.S. SABIC PLASTICS SLX1431T-UL-94HB
ROUND WINDOW
ASSEMBLY
EDGE OF ACCORDION
/ SHUTTER BLADES
x
0
f=m
z in £0o
N
N
L9 O
W ~
2.875"0 HOLE TO
RECEIVE ROUND
WINDOW ASSEMBLY
ROUND
g
WINDOW
n
ASSEMBLY
D
j
2 BLADE W/ ROUND WINDOW
8 N.T.S. EXTERIOR ELEV
EXISTING HOST
STRUCTURE
EMBED.
0
�Q
Ma
N
3" MIN
EDGE
DISTANCE
EXISTING
GLASS OR
DOOR
3" MIN
EDGE
ZZ
�d
(h to
EMBED.
EXISTING
HOST
STRUCTURE
ALT. LEG DIRECTION , iARDkf�g j� e'Pi
1/4" ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN
EMBED IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUM
SPACING, AND 3" MINIMUM EDGE DISTANCE
AX (2) 6063-T6 ALUMINUM 9
ANGLES PER BEAM END, SIZE a 6549
1/2" PER SPAN TUBE SCHEDULE _ 7k =
SPAN TUBE PER
ACCESS HOLE DESIGN SCHEDULE :. AVV,*"
C
1/4-20 MACHINE BOLT W/NUT @ �,�'••. �Ft"'
12"O.COR#14x3/4"SMS6"O.C. i/�s•
udui
2/2" MAX.
5 6 J r�nn. w� V ri
3 16 Z=Fa- U� pamn
MIN. GLASS 13 � Z !S Z " ` U. a
SEPARATION O W W 0. - j ®!
PER TABLE 2 t7 W
oW 3rL12
=0U f!)dasl
UIVW OW W
1/2" MAX w < w o
CL
5 6
3 160 1/4" MAX. FROM PIN GUIDE
ACCESS 1/4-20 MACHINE BOLT W/NUT @
1/2" HOLE 12" O.0 OR *14 x 3/4" SMS 6" O.C.
SPAN TUBE PER
DESIGN SCHEDULE
1/2" (2) 6063-T6 ALUMINUM
f MAX. ANGLES PER BEAM END, SIZE
_l PER SPAN TUBE SCHEDULE
1/4"0 THRU BOLTS SEE BEAM
SCHEDULE FOR REQUIRED NUMBERS
1/4" ALL POINTS SOLID SET ANCHORS WITH 7/8".MIN
EMBED IN CONCRETE OR HOLLOW BLOCK 3" MINIMUM
SPACING, AND 3" MINIMUM EDGE DISTANCE
MAX. DESIGN LOAD = t 72 PSF
3 SPAN TUBE SECTION
kl-v
N.T.S. VERT SECTION
SPAN TUBE SCHEDULE
ALLOWABLE TUBE
NUMBER OF
NUMBER OF
MINIMUM ANGLE
TUBE
SHUTTER
SPAN
THRU-BOLTS
ANCHORS PERANGLELENGTH
SIZE
SPAN
TOP
BOTTOMI
TOP
BOTTOM
TOP
BOTTOM
TOP
BOTTOM
TUBE
TUBE
( TUBE
TUBE
TUBE
TUBE
TUBE
TUBE
60"
123.8"
1352'
2
2
2
3
4"
7"
2 5k
0.125"
96"
101.i
106.9"
2
2
3
3
7"
7"
123"
89.9"
94.4"
2
2
3
3
7"
7"
60"
{ 129.1"
157.0"
2
2
2
3
4"
7"
25t6'x
0.125"
96"
114.8"
{ 124.1"
2
2
3
3
7"
7"
123"
102.8"
109.6"
2
2
4
4
10"
10"
60"
138.0"
196.9"
2
2
3
3
7"
7"
0.125"
96"
122.7"
{ 155.7"
2
2
3
4
7"
10"
123'
{ 115.,r
137.5'
{ 2
3
4
5
10"
13"
80"
158.1"
240.0"
2
-2'---
3
4
7"
10"
2'SHON
0.1875"
96"
140.6"
229.9"
2
3
4
6
10"
16"
123",
132.2"
{ _.203.1".
-3
4
5
_7 .{
_13"__
1 19"
SPAN TUBE
SCHEDULE NOTES:
1. USE x X X x 4" ANGLES FOR 2"x5" & 2"x6" BEAMS.
2. USE 2"ii5"Xl/4" ANGLES. FOR 2"x8" & 2"X10" BEAMS.
3. USE BEAM SCHEDULE FOR MAY
3/B.
4. TOP &,BOTTOM BEAMS MAY: BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS.
S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
BELOW THE BEAM. MID=SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS,
ANCHORS, ANGLES AND BOLTS), WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
ABOVE AND BELOW THE BEAM.
6. LAP BEAMS ARE NOT ALLOWED.
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
in
a
•
0
r
In
2
ANCHOR SCHEDULE: CONCRETE
Gj
_
ANCHOR
LOAD
(Psf)
2.5" MIN EDGE DISTANCE
Spans Up To 6'-0"
CONN TYPE
Cl C2 I C3 I C4 CS
Spans Up To 8'-3"
CONN TYPE
Cl I C2 C3 I C4 CS
Spans Up To 12'-0"
CONN TYPE
Cl I C2 C3 I C4 I CS
1/4"
ULTRACON
EMBED
ITW TAPCON OR ELCO
WITH 1-3/4"
(3192psi MIN CONC)
43
16.0"
16.0"
15.0"
16.0"
16.0"
16.0"
16.0"
9.0"
13.0"
16.0"
16.0"
9.5"
5.5"
8.5"
14.5"
53
16.0"
16.0"
10.5"
14.5"
16.0"
16.0"
12.0"
7.0"
30.5"
16.0"
15.0"
7s'
4.5"
7.5"
10.5"
62
16.0"
16.0"
8.5"
12.5"
16.0"
16.0"
9.5"
5.5"
8.5"
15.0"
15.0"
7.5"
4.5"
7.5"
10.5"
70
16.O"
13.0"
7.0"
11.0"116.0"
15.5"
8.0"
5.0"
7.5"
11.5"
15.0"
7.5"
4.5"
7.5"
10.5'
100
15.0'
7.5"
i
4.5'
7.5"
i
10.5'
15.0 "
n
7.5
4.5"
7.5"
10.5"
15.0'
7.5"
4.5
7.5 "
30.5
1/4"
MIN
MILLENIUM MILLFAST
WITH 1-3/4" EMBED (3275psi
CONCRETE)
43
16.0"
16.0"
15.0"116.0"
16.0"
160
16.0"
9.0"
13.5"
16.0"
16.0"
8.5"
5.5"
9.0"
13.5"
53
16.0"
16.0"
11.0"115.0"
16.0"
16.0"
11.0"
7.0"
10.5"
16.0"
13.5"
7.0"
4.S"
7.5" 1
9.5"
62
16.0"
15.0" 1
8.5"
13.0"
16.0"
16.0"
8.5"
5.5"
9.0"
13.5"
13.5"
7.0"
4.5"
7.5"
9.5"
70
16.0"
12.0"
7.0"
11.0"
16.0"
14.0"
7.0"
4.5"
8.0"
10.5"
13.5"
7.0"
4.5"
7.5"
9.5"
100
13.5"
7.0"
4.5"
7.5"
9.5"
13.5"
7.0"
4.5"
7.5"
9.5"
13.5"
7.0"
4.5"
7.5"
9.5"
11V
ELCO CRETEFLEX SS4
W/ 2" EMBED (3350psi MIN
CONC)
43
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
13.5"
16.0"
16.0"
16.0"
12.5'
8.0"
13.0"
16.0"
53
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
10.0"
15.5"
16.0"
16.0"
10.0"
6.5"
11.0"
14.0"
62
16.0"
16.0"
12.5"
16.0"
16.0"
16.0"
12.5"
8.0"
13.0"
16.0"
16.0"
10.0"
6.5"
11.0"
14.0"
70
16.0"
16.0"
10.5"
16.0" 1
16.0"
16.0"
10.5"
7.0"
11.5"
15.0"
16.0"
10.0"
6.5"
11.0"
14.0"
130
16.0"
10.0"1
6.S'
11.0"
14.0"
16.0"
10.0"
6.5"
11.0"
14.0"
16.0"
10.0"
6.5"
11.0"
14.0"
1/4' ITW TAPCON OR ELCO
ULTRACON WITH 1-3/4"
EMBED (3192psi MIN CONC)
1" MIN EDGE
DISTANCE
Cl
C2
C3 I
C4
CS I
Cl
C2
C3
C4
C5
Cl
C2
2. C4
C5
43
16.0'
16.0"
7.5"
8.0"
16.0"
16.0"
16.0"
5.0"
5.5"
16.0"
16.0"
9.0"
3.0" 4.0"
14.0"
53
16.0"
16.0"
5.5"
6.5"
16.0"
16.0"
12.0"
4.S"
16.0"
14.5"
7.5"
10.0"
62
16.0"
15.5"
4.5"
5.5"
16.0"
16.0"
9.0"
4.0"
14.5'
14.5"
7.5"
10.0"
70
16.0"
12.5"
4.0"
5.0"
16.0"
15.0"
7.5"
11.0"
14.5"
7.5"
10.0"
100
14.5"
7.5"
10.0"
14.5"
7.5"
10.0"
14.5"
7.5"
10.0"
�u
1/4" MILLENIUM MILLFAST
WITH 1-314" EMBED (3275psi
MIN CONCRETE)
43
16.0"
16.0"
11.0"
13.5"
16.0"
16.0"
13.0"
6.5"
9.5"
16.0"
13.0"
7.0"
4.0" 6.5"
10.5"
53
16.0"
16.0"
8.0"
11.0"I16.0"
16.0"
9.0"
5.0"
7.5"
16.0"
10.5"
5.5"
5.5"
7.5"
62
16.0"
11.5"
6.0"
9.0"
16.0"
13.5"
7.0"
4.0"
6.5"
11.0"
10.5"
5.5"
5.5"
7.5"
70
16.0"
9.5"
5.5'1
8.0" 116.0"
11.5"
5.5"
5.5"
8.5"
10.5"
5.5"
5.5"
7.5"
S00
10.5"
5.5"
5.5"
7.5"
10.5"
5.5"
5.5"
7.5"
10.5"
5.5"
5.5"
7.5"
u
z
U
1/4' ALL -POINTS SOLID -SET
ANCHOR W/ 7/8" EMBED &
1/4-20 SS MACHINE SCREW
(3000psi MIN CONC)
•�
1-1/4" MIN EDGE
DISTANCE
Cl
C2
C3
C4
C5
Cl
C2
C3
C4
CS
Cl
C2
C3
C4
C5
43
16.0"
16.0"
8.5"
10.5"
16.0"
16.0"
12.v'
5.5"
7.5"
16.0"
12.5"
6.5"
3.0"
5.0"
10.0"
53
16.0"
15.0"
6.5"
8.0"
16.0"
16.0�'
8.5"
4.0"
6.0„
15.5"
10.0"
5.0"
4.0"
7.0"
62
16.0
11.0"
5.0
7.0
16.0
12.5
6.5
3.5'
S.0
10.0"
10.0'
5.0"
4.0'
7.0"
70
16.0"
9.0"
4.5"
6.0"
16.0".
10.5"
5.5..
3.0"
4.0"
8.0"
10.0"
5.0"
4.0"
7.0"
100
10.0"
5.0"
4.0"
7.0"
10.0"
5.0"
4.0"
1/4' ALL -POINTS SOLID -SET
ANCHOR W/ 7/8' EMBED &
1/4-20 SS MACHINE SCREW
(3000psi MIN CONC)
•�
3" MIN EDGE DISTANCE
Cl
C2
C3 C4 C5
Cl
C2
C3
C4
CS
Cl
C2
C3
C4
C5
43
16.0"
16.0"
16.0" 16.0" 16.0"
16.0"
16.0"
11.5"
16.0"
16.0"
16.0"
ll.0"
7.0"
11.0"
16.0"
53
16.0"
16.0"
13.5" 16.0" 16.0"
16.0"
14.0"
8.5"
13.5"
16.0"
16.0"
8.5"
5.5"
9.5"
12.0"
62
16.0"
16.0"
10.5" 16.0"116.0"
16.0"
11.0"
7.0"
11.0"
16.0"
16.0"
8.5"
5.5"
9.5"
12.0"
70
16.0"
15.0"
9.0" 14.0" 16.0"
16.0"
9.0"
6.0"
10.0"
13.0"
16.0"
8.5"
5.5"
9.5"
12.0"
100
16.0"
8.5"
5.5" 1 9.5" 112.0"
16.0"
8.5"
5.5"
9.5"
12.0"
16.0"
8.5"
5.5"
9.5"
12.0"
1/4' POWERS SS DROP -IN
W/ 1/4-20 SS BOLT AND
1" EMBED (3000psi MIN
CONC)
2-5/8'
MIN
EDGE
DISTANCE
Cl
C2 I C3 I C4 CS
Cl
C2
C3
C4
C5
Cl
C2
C3
C4
C5
43
16.0"
16.0" 14.0" 16.0" 16.0"
16.0"
14.0"
8.0"
12.5"
16.0"
14.0"
7.5"
5.0"
8.0"
11.5"
53
16.0"
16.0" 9.5" 114.0" 16.0"
16.0"
9.5"
6.0"
10.0"
16.0"
115'
6.0"
4.0"
7.0"
8.0"
62
16.0"
12.5" 7.5" 12.0" 16.0"
14.5"
7.5"
5.0"
8.5"
11.5"
11.5"
6.0"
4.0"
7.0"
8.0"
70
16.0"
10.0" 6.5" 10.5" 16.0"
12.0"
6.0'.
4.0"
7.5"
9.0"
11.5"
6.0"
4.0"
7.0"
8.0"
100
11.5"
6.0" 4.0" 7.0" 8.0"
11.5"
6.0"
4.0"
7.0"
8.0"
11.5"
6.0"
4.0"
7.0"
8.0"
1/4" POWERS SS DROP -IN
W/ 1/4-20 SS BOLT AND
1" EMBED (3000psi MIN
CONC)
'
3-1/2"
MIN
EDGE DISTANCE
Cl
I C2
I C3
C4
C5
Cl
C2
C3
C4
C5
I Cl
C2
C3
C4
CS
43
16.0"
16.0"
15.0"
16.0"
16.0"
16.0"
14.5"
9.0"
13.5"
16.0"
15.0"
7.5"
5.0"
9.0"
12.0"
53
16.0"
16.0"
10.5"
15.0"
16.0"
16.0"
10.0"
6.5"
10.5"
16.0"
12.0"
6.0"
4.0"
7.5"
8.5"
62
16.0
13.0"
8.0"
12.5"
16.0"
15.0"
8.0"
5.0"
9.0"
12.0"•
12.0"
70
16.0"
10.5"
7.0"
11.0"
16.0"
12.5"
6.5"
4.5"
8.0"
9.5":
12.0"
6.0"
4.0"
7.5"
8s,
100
' 12.0"
6.0"
4.0"
7.5"
8.S"
12.0"
.6.0'.'
4.0"'
7.5"
8.5"
12.0"
.6.0"
4.0"
7.5"
8.5"
#12 SMS W/ 2" EYEWALL
ARMOR INSERT W/ 2" EMBED
(2000psi MIN CONC)
2"
MIN
EDGE DISTANCE
. Cl
C2
C3
C4
. 'C5
Cl
. C2.
C3
..C4
CS
' .'Cl
. , C2
_ C3
C4
CS
43
16.0"
16.0"
11.5"
14.0"
16.0",
160'
16.0"
7.5"
10.0"
16.0"
16.0"
9.0"
4.5"
6.5"
13.5"
53
16.0"
16.0"
8.5"
11.0"
160'
16.0"
11.5"
5.T'
8.0"
16.0"
14.0"
7.0"
3.5"
5.5"
10.0"
62
16.0"
15.0"
7.0"
9.5"
116.0"
16.0"
9.0"
4.5"
6.5"
14.0"
14.0"
7.0"
3.5"
5.5"
10.0"
70
16.0"
12.0"
6.0"
8.0"
16.0"
14.5"
7.5"
4.0"
6.0"
10.5"
14.0"
7.0"
3.5"
Ss'
10.0"
100
14.0"
7.0"
3.5"
5.5"
10.0"
14.0"
7.0"
3.5"
5.5"
10.0"
14.0"
7.0"
3.5"
5.5"
10.0"
*12 SMS W/ 2.75" EYEWALL
ARMOR INSERT W/ 2.5"
EMBED (2000psi MIN CONC)
43
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
10.0"
14.0"
16.0"
16.0"
11.5"
6.0"
9.5"
16.0"
53
16.0"
16.0"
12.0"
16.0"
16.0"
16.0"
15.0"
7.5"
11.0"
16.0"
16.0"
9.0"
5.0'
8.0"
62
16.0"
16.0"
9.5"
13.5"
16.0"
16.0"
11.5"
6.5"
9.5"
16.0"
16.0"
9.0"
5.0"
8.0"
13.0"
70
16.0"
16.0"
8.0"
11.5"
16.0"
16.0"
9.5"
5.5"
8.5"
14.0"
16.0"
9.0"
5.0"
8.0"
13.0"
100
16.0"
9.0"
5.0"
8.0"
13.0"
16.0"
19.01,
S.O"
8.0"
13.0"
16.0"
9.0"
5.0"
8.0"
13.0"
No PE004
'0
/ 8 COMBINATIOPa�O�'.. STATE
/ 10 COMBINATI0'0; �' �s •.,P(ORI01
0 9NAL
NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING.
SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
- C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE
ANCHORS ONLY
- C4 CONNECTION TYPE USING PIECE (E) WITH
OUTSIDE ANCHORS ONLY
ANCHOR NOTES:
1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING
ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
LIMITED TO THOSE SHOWN IN TABLE 1 (P9 1).
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,
ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR
EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER
THAN OR EQUAL TO SHUTTER SPAN.
3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
4. EXISTING STRUCTURE MAY BE.CONCRETE, ASTM C-90 HOLLOW CONCRETE
BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER
ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND -APPROPRIATE
CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF
CONNECTION TYPE.
S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE
ONLY.
6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT
LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
FINISHES.
7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS
VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING
MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR
SIDE CLOSURE PIECES.
8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER
SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4"
EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL
HAVE PHILLIPS PAN HEAD OR HIX HEAD.
9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN
BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER
HEAD (SIDEWALK BOLT), U.O.N.
® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
* DESIGNATES. ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
NUT OR WASHER WINGNUT.
11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.
12. WHEN ANCHORING TO HOLLOW BLOCK, SDS DRILLS SHOULD NOT BE USED TO
DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL
CONCRETE SCREWS TO HOLLOW BLOCK
P1
s:
SS
m $tn
U.
W Vl
0 %X � w
uluj
S' O�W�
dy
o"W�Z�
egto
lA w - m
O W ui
T0
cq
rl
2
W42 s
m
Z G 'b 0
010.15 ac
?m< a
fa
r
c 3�
0g
,¢ 0 ri +m �
0
I
T5
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
0 61
i
ANCHOR
LOAD
(per
2" MIN EDGE DISTANCE
Spans Up To 6'-0"
CONN TYPE
Cl I C2 C3 I C4 I C5
Spans Up To 8'-3"
CONN TYPE
Cl C2 C3 C4 C5
Spans Up To 12'-0"
CONN TYPE
Cl C2 C3 C4
CS
3 x
o
z m
#12 SMS W/ 2" EYEWALL
ARMOR INSERT W/ 1-1/4"
EMBED
43
16.0" 16.0"
7.5"
9.0"
16.0"
15.5"
8.5" 4.5"
6.5"
15.5"
8.5"
4.5"
4.0"
7.0"
53
16.0" 50.5"
5.0"
7.0"
16.0"
11.0"
6.01113.51,
5.0"
11.0"
7.0"
3.5"
3.5"
5.0"
62
14.0" 7.5"
4.0"
6.0"
14.5"
9.0"
4.5"
4.0"
7.0"
7.0"
3.5"
3.5"
5.0"
70
11.5" 6.0"
3.5"
5.5"
12.5"
7.5"
3.5"
3.5"
5.5"
7.0"
3.5"
3.5"
5.0"
100
7.0" 3.5"
3.5"
5.0"
7.0"
3.5"
3.5"
5.0"
7.0"
3.5"
3.5"
5.0"
ANCHOR SCHEDULE: WOOD (G=0.55)
ri
tj
_
ANCHOR
LOAD
(psf)
3/4" MIN EDGE DISTANCE
Spans Up To 6'-0"
CONN TYPE
Cl I C2 I C3 C4 I C5
Spans Up.To 8'-3"
CONN TYPE
Cl C2 I C3 I C4 C5
Spans Up To 12'-0"
CONN TYPE
Ci C2 I C3 I C4 CS
1/4" LAG SCREW WITH 1-3/4
MIN THREAD PENETRATION
43
16.0"
16.0"
11.5"
12.5"
16.0"
16.0"
16.0"
7.5"
9.0"
16.0"
16.0"
14.5"
4.5"
6.0"
16.0"
53
16.0°
16.0"
8.5"
10.0"
16.0°
16.0"
16.011
6.0"
7.0"
16.0"
16.0'1
11.511
4.0"
5.0�
16.0"
62
16.0'
16.0
7.0
8.5
16.0'
16.0
14.5'
S.0'
6.0"
16.0'
16.0'
11.5
4.0"
5.0
16.0
70
16.0"
16.0"
6.0"
7.5"
16.0"
16.0"
1Z.S"
4.0"
5.5"
16.0"
16.0"
11.5"
4.0"
15.01,
16.0"
100
16.0"
11.5"
4.0"
5.0"
16.0"
16.0"
11.5"
4.0"
5.0"
16.0"
16.0"
11.5"
4.Vj
5.0"
16.0"
Ln
c
v
0
0
7/16" WOOD BUSHING WITH
1.13' MIN EMBED & 1/4-20
SS MACHINE SCREW
43
16.0"
16.0"
8.0"
10.0"
16.0"
15.5"
8.5"
4.5"
7.0"
15.5"
8.5"
1 4.5"
4.5"
7.0"
53
16.0"
10.5"
5.5"
8.0"
16.0"
11.0"
6.0"
3.5"
5.5"
11.0"
7.0"
3.5"
4.0"
5.0"
62
14.0"
8.0"
4.5"
6.5"
14.5"
9.0"
4.5"
3.0"
4.5"
7.0"
7.0"
1 3.5"
4.0"
5.0"
70
12.0�'
6.0f"
3.5"
5.5
12.5'
7.5'1
3.5"
4.0'�
5.5'1
7.0"
3.5"
4.0"
5.0"
100
7.0
3.5
4.0
5.0
7.0"��
3.5
4.0'
-5.0-��
7.0
3.5
4.0"
5.0'
#14 SMS OR #14 WOOD
SCREW WITH 1-3/4' MIN
THREAD PENETRATION
�+
43
16.0'
16.0'
12.5
14.5
16.0'
16.0
16.0 �1
8.0 ��
10.0"
16.0
16.0'
11.5 �
5.0 "
7.0
16.0"
53
16.0"
16.0"
9.0"
11.5"
16.0"
16.0"
15.0"
6.0"
8.0"
16.0"
16.0"
9.5"
4.0"
5.5"
13.0"
62
16.0"
16.0"
7.5"
9.5"
16.0"
16.0"
11.5"
5.0"
7.0"
16.0"
16.0"
9.5"
4.0"
5.5"
13.0"
70
16.0"
16.0"
6.5"
8.5"
j16.0"
16.0"
10.0"
4.5"
6.0"
14.0"
16.0"
9.5"
4.0"
5.5"
13.0"
100
16.0"1
9.5"
4.0"
5.5"
13.0"
16.0"
9.5"
4.0"
1 5.5"
13.0"
16.0"
9.5"
4.0"
1 5.5"
ANCHOR SCHEDULE: WOOD (G=0.42) .
�i
N
_
_
ANCHOR
LOAD
(p
3/4" MIN EDGE DISTANCE
Spans Up To 6'-0"
CONN TYPE
Cl C2 I C3 C4 I C5
_Spans Up To 8'-3"
CONN TYPE
Cl C2 f C3 I C4 C5
Spans Up To 12'-0"
CONN TYPE
Cl C2 I C3 ( C4 Cs
1/4" LAG SCREW WITH 1-3/4
MIN THREAD PENETRATION
43
16.0"
16.0"
9.0"
10.0"
16.0"
16.0"
16.0'-
5.5"
7.0"
16.0"
16.0"
9.5"
3.5"
4.5"
15.0"
53
16.0"
16.0"
6.5"
8.0"
16.0"
16.0"
12.5"
4.5"
5.5"
116.01,
15.0"
7.5"
3.0"
4.0"
11.0"
62
16.0"
16.0"
5.5"
6.5"
16.0"
16.0"
9.5"
3.5"
5.0"
15.0"
15.0"
7.5"
3.0"
4.0"
11.0"
70
16.0"
13.5"
4.5"
6.0"
16.0"
16.0"
8.0"
3.0"
4.0"
11.5"
15.0"
7.5"
3.0"
4.0"
11.0"
100
15.0"
7.5"
3.0"
4.0"
11.0"
15.0"
7.5"
3.0"
4.0"
11.0"
15.0"
7.5"
3.0"
4.0"
11.0"
0
3
#14 SMS OR #14 WOOD
SCREW WITH 1-3/4" MIN
THREAD PENETRATION
43
16.0"
16.0"
8.5"
10:5"
16.0"
16.0"
12.5"
5.5"
7.0"
16.0"
13.0"
6.5"
3.5"
S.0"
10.5"
53
16.0"
16.0"
6.5"
8.0"
16.0"
16.0".
8.5"
4.0"
5.5"
16.0"
10.5"
5.5"
2.5"
4.0"
7.5"
62
16.0"
11.5"
5.0"
7.0"
16.0"
13.0"
6.5"
3.5"
5.0"
10.5"
10.5"
5.5"
2.5"
4.0"
7.5"
70
16.0"
9.5"
4.S"
1 6.0"
16.0"
11.0"
5.S"
1 3.0"
4.0"
8.0"
10.5"
5.5"
2.5"
4.0"
7.5"
100
110.59
5.5"
2.5"
4.0"
7.5"
110.5"1
5.5"
2.5"
4.0"
7.5"
10.5"
15.511
2.5"
4.0"
7.5"
ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK
�i
�
= y
ANCHOR
LOAD
(p
4" MIN EDGE DISTANCE
Spans Up To 6'-0"
CONN TYPE
Cl I C2 I C3 C4 I CS
Spans Up To 8'-3"
CONN TYPE
Cl I C2 C3 I C4 I CS
Spans Up To 12'-0"
CONN TYPE
Cl I C2 I C3 C4 I CS
5/16" ITW TAPCON XL W/
2-1/4' MIN. EMBED
�alla■iP
43
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
15.0"
16.0"
16.0"
16.0"115.0"
9.0"
14.0"
16.0"
53
16.0"
16.0"
16.0"
16.0"
16.0"'16.0"
16.0"
11.0"
16.0"
16.0"
16.0"
12.0"
7.5"
12.0"
16.0"
62
16.0"
16.0"
14.0"
16.0"
16.6"
16.0"
15.0"
9.0"
14.0"
16.0"
16.0"
12.0"
7.5"
12.0"
16.0"
70
16.0"
16.0"
11.5"
16.0"
16.0".
16.0"
12.5"
8.0"
12.5"
16.0"
16.0"
12.0"
7.5"
12.0"
16.0"
100
16.0"
12.0"
7.5"
12.0"
16.0"
16.0"
12.0"
7.5"
12.0"
16.0"
16.011112.0"
7.5"
12.0"
16.0"
p Y
"
R Z
5/16" ELCO ULTRACON W/
2-1/4" MIN. EMBED
43
16.0"
16.0"
10.5'.:
14.0'.'.
16.0".
16.0"
(10.5"
6.511.
�9 5
16.0"
11.0"..
5.5".
6.511
9 0",.
53
16.0"
13.5'
j.7.5".
11.0",
16.0"
14.0"
7.5"
7:5".
13.5;
_9.0".
6.5".
62
16.0"
10.0"
6.0"
9.0"
16:0"
11.0"�
5.5"
6.5"
9.0"
.9.0"
6.5"
70
15Y
8.0"
5.0"
8.0"
15.T,
9.5"
5:5"
7.0"
9.0"
ME////
6.5"
6.5"
100
9.0"
5.5"
6.5"
9.0" '
S.5"
6.5"
9.0"
u
#12 SMS W/ 2" EYEWALL
ARMOR INSERT W/ 2" EMBED
2"
MIN EDGE DISTANCE
Cl
C2
C3
C4
CS
Cl
C2 C3
C4
C5
Cl
C2
C3
I C4
C5
43
16.0"
16.0"
9.5"
11.5"
16.0"
16.0"
14.0"1 6.0"
8.0"
16.0"
14.5"
7.5"
3.5"
5.5"
11.5"
53
16.0"
16.0"
7.0"
9.0"
16.0"
16.0"
9.5" r -4.5 "
6.5"
16.0"
11.5"
6.0"
3.0"
4.5"
8.5"
62
16.0"
13.0"
5.5"
7.5"
16.0"
14.5'
7.5" 3.5"
5.S'
12.0"
11.5"
6.0"
3.0"
4.5"
8.5"
70
16.0"
10.5"
5.0"
6.5"
16.0"
12.5"
6.5" ; 3.0"
4.5"
9.0"
11.5"
6.0"
3.0"
4.5"
8.5"
100
11.5.
6.0"
3.0"
4.5"
8.5"
11.5"
6.0" ( 3.0"
4.5"
8.5"
11.5"
6.0"
1 3.0"
4.5"
8.5"
111111f
��.•' � LIC
* ; No PE004654
'01
C%'•, STATE OF
+c�ORIOIw .,.,
N
ANCHOR NOTES: SEE SHEET
9 FOR ANCHOR NOTES.
-�N
�-1 a X
BE
23 LL
pN ,x %
>ua:2
0M ZZ
VFW®Z
C�0
18W&sw
o W W
V-1O
n
in
n
to
t:! 9IL W
a+
M
c iM
m�a
ua
cII f
E 3D
3 og
a g:-
91