HomeMy WebLinkAboutSTREAMLINE SHUTTERS6.8 STREAMLINE SHUTTER
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE SEVENTH EDITION (2020), FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE
ZONE, AND THE INTERNATIONAL BUILDING CODE (IBC) AND INTERNATIONAL RESIDENTIAL CODE
(IRC). THIS SYSTEM MEETS MISSILE LEVEL "D" AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN
ASTM E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION.
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA
BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE
CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330.
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5
SAFETY FACTOR.
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED WIND ZONES
1-3, IN ACCORDANCE WITH ASTM 1996. IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS
INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION.
6. 110 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
SHALL BE USED.
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 .I.Ili DUSTRIES
FORT LAUDERDALE, FL
9LB MISSILE LEVEL D - ASTM E1886, E1996 & E330
TAS 201, 202 & 203
FLORIDA PRODUCT 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 1/4"0 OR 3/16"0 5052
ALUM. ALLOY.
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR
BOX LOCK AT CENTER OR SIDE CLOSURE.
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.
18. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS.
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10".
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH.
21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED.
22. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE.
TABLE 1:
ACCORDION SHUTTER
SPAN SCHEDULE
POSITIVE
NEGATIVE
SHUTTER DESIGN
DESIGN
SPAN PRESSURE
PRESSURE
(PSF)
(PSF)
72"
100
100
99"
70
70
120"
53
53
144"
43
40
TABLE 1 NOTES:
1. DESIGN PRESSURES SHOWN IN "ACCORDION
SHUTTER SPAN SCHEDULE" ABOVE ARE
MAXIMUM ALLOWABLE DESIGN PRESSURES
AT EACH RESPECTIVE SHUTTER SPAN.
2. 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.
UNLIMITED WIDTH
SECTION
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HURRICANE PROTECTION
LVI.I,.LINl7 FICI.P'I/AIN1J1v1, JCC
TYPICAL PLAN VIEWS -
Frank Bennardo
Date: 2020.08.12
21:23:13-04'00'
TYPICAL ACCORDION
i SHUTTER ELEVATION
1 N.T.S. EXTERIOR ELEV
TABLE 2:
MINIMUM SEPARATION FROM GLASS
HVHZ NON-HVHZ
SEE NOTE 3
SHUTTER
SPAN
INSTALLATIONS
INSTALLATIONS
INSTALLATIONS
INSTALLATIONS
-
<_ 30' ABOVE
> 30' ABOVE
<_ 30' ABOVE
> 30' ABOVE
GRADE
GRADE
GRADE
GRADE
72"
2-1/4"
1-5/8"
2-3/8"
1-5/8"
99"
3-1/2"
1-7/8"
3-5/8"
1-7/8"
120"
4-1/8"
2"
4-1/4"
2"
144"
4-7/8"
2"
5"
2"
VISIT ECALC.10/26160
FOR SITE SPECIFIC DEVIATIONS
& MORE INFORMATION ABOUT THIS DOCUMENT
'
OR SCAN THIS QR CODE
VISIT E NGI NEE RINGEXPRESS.COM/STORE
FOR ADDITIONAL PLANS, REPORTS & RESOURCES
TRACK
VIEW
TOM
'K
TABLE 2 NOTES:
1. HVHZ: DEFINED AS MIAMI-DADE
COUNTY AND BROWARD COUNTY
FLORIDA.
2. NON-HVHZ: DEFINED AS ALL
LOCATIONS OTHER THAN
MIAMI-DADE COUNTY AND
BROWARD COUNTY FLORIDA.
3. SEPARATION FROM GLASS
IS NOT REQUIRED FOR
INSTALLATIONS IN WIND
ZONES 1-3 UNLESS LOCAL
MUNICIPALITY HAS
ADOPTED ADDITIONAL
CRITERIA.
4. INSTALLATIONS IN WIND ZONES 1
THROUGH 4 OUTSIDE OF THE HVHZ
WITH SPANS LESS THAN 30" SHALL
HAVE 2-7/8" MINIMUM SEPARATION
FROM GLASS WHEN <_ 30' ABOVE
GRADE, AND 1-5/8" WHEN > 30'
ABOVE GRADE.
5. LINEAR INTERPOLATION BETWEEN
SHUTTER SPANS IS NOT
PERMITTED. FOR SPANS BETWEEN
THOSE INDICATED ABOVE, THE
SEPARATION FROM GLASS FOR THE
NEXT HIGHER SPAN SHALL BE
USED.
6. SEPARATION FOR GLASS OUTSIDE
OF THE HVHZ HAS BEEN
DETERMINED IN ACCORDANCE
WITH ASTM E1996.
FRANK BENNARDO, PE
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SCALE: HALF SIZE SCALE: HALF SIZE
-WHERE SHOWN, SCREW BOSSES
& FELT GROVES ARE OPTIONAL
ON ALL EXTRUSIONS
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.069" 0.105"
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4.530"
0.781"
OSILL Og SILL ADAPTER Og EXTENDED SILL
SCALE HALF SIZE SCALE: HALF SIZE
SCALE HALF SIZE
4.753"
4.510"
0.044" 0.227"
NOTE: THICKNESS OF BARE
METAL W/O PAINT IS 0.039"
15 6.8 STREAMLINE S- ACK
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1.993"
0.143"
0.143" _
0.630" 0.06
0.200"i-1-
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16 RADIUS CEILING HEADER/SILL
SCALE: HALF SIZE
1.908" j
0.096"
0.630" v
0.062"
Tj ." 0.062" t 0.200"
OHEAVY HEADER/SILL O LITE HEADER/SILL
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10 EXTENDED SILL
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SILL BOTTOM
SCALE: HALF SIZE
SCALE: HALF SIZE
0.060"�
1 6.8 STARTER
SCALE: HALF SIZE
4.84"
4.510"
0.044"
NOTE: TESTED THICKNESS OF
BARE METAL W/O PAINT IS 0.039"
13 6.8 STREAMLINE SLAT/BLADI
SCALE: HALF SIZE
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SCALE: HALF SIZE
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Af"
MBLY
320"0 HOLE
0.880'NYLON
qo.WHEEL
1.100" 0.240"
TYP. AT EVERY OTHER
:INSIDE JOINT AT TOP.
22 ROLLER ASSEMBLY
SCALE: HALF SIZE
4.000"
i-� 0.500"
0.064" M
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0.118" 4224"
2.000" 0.060"
28 DECORATIVE FLOOR TRACK
SCALE: HALF SIZE
.NOTE: DECORATIVE FLOOR TRACK
MAY BE ATTACHED TO ANGLE PER
DETAILS Cb/5 OR Ca/6.
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INDUSTRIAL SYSTEMS
35 BOX LOCK
SCALE HALF SIZE
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39 2X7 ANGLE
SCALE: HALF SIZE
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0.280" }
0.4 0"
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0.870" fi
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
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 BUSHIIVG W/ WASHER:
7/16"0 x 1/2" @ INTERIOR JOINT TOP
7/16"0 x 1" @ INTERIOR JOINT BOTTOM
EITHER CAN BE USED ON EXTERIOR
24 BUSHING ASSEMBLY DETAIL
SCALE: HALF SIZE
0.357"
0.276"
+ 0.591"
N 0.062"
0.154" 0.137"
26 BOX CENTER INSERT
SCALE: HALF SIZE
-1.978" 2.125"
0.236'
11.742"
0.286" 1.603"
0.267"
0.623" .710" 1.224"
0.790" 0.090" 0.319" co 0.531" 0.531" 00
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1.758" +
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1.001'� 0.062" 0.062" 0.062" 0.176"
30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER
SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE
POWDER COATED, ZINC DIE-CAST
36 T-LOCK ADAPTER
(OPTIONAL)
SCALE: HALF SIZE
}-1.625" --}
0.050"
0.125"
0.085"
n
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20 ALT. 1" END STRIP
SCALE: HALF SIZE
7/16"0 STAINLESS
STEEL NUT
30
5/16" 0 INTERNAL
THREAD
37 T-SCREW INSERT
SCALE: FULL SIZE
5/16-18xl MACHINE SCREW
STAINLESS STEEL
HEAD STYLE VARIES
38 THUMB SCREW
SCALE: FULL SIZE
2.000"
1.500"
0.125"
0.093"
0
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00 0.093" r^
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SCALE: HALF SIZE
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PAGE DESCRIPTION:
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ANY ANCHOR PER ANCHOR
SCHEDULE @ 18" O.C.
DIST.
USE (1) BRASS PUSH LOCK
OR (1) 5/16-16 THUMB
SCREW O 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
1HEIGHT, r5�\,
EXISTING
GLAZING
(INTERIOR)
6.80" (TYP )
(EXTERIOR)
TYPICAL PLAN VIEW
SCALE, 3" - 1'-0"
(INSIDE)
SILL
(A Z N
Ln O Lu
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EDGE
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ALT. ANGLE
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5/16-18 THUMB SCREW INTO THREADED
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN
FROM BOTTOM OF SHUTTER. RECEIVING
HOLE SHALL BE 3/8" MAX WIDTH, UP TO
1" HEIGHT.
LOCKING DETAILS FOR
CENTER MATES
SHOWN ON RANDOM
DETAILS
LJ
0
c /
Z
v USE (1) BRASS PUSH LOCK
OR (1) 5/16-18 THUMB
SCREW IN--TT� THREADED
INSERT 07) AT 1/3 SPAN
TO 2/3 SWAN FROM
BOTTOM OF SHUTTER
RECEIVING HOLE SHALL BE
3/8" MAX WIDTH, UP TO,
1" HEIGHT. 23
0 0TYPICAL OUTSIDE CORNER CLOSURE
DETAILS WO/CORNER POST
NTS
OTYPICAL INSIDE CORNER CLOSURE
CC2 DETAILS WO/CORNER POST
NTS
EM
-MIN. 0.062" THICK 6063-T6 ALUM.
ANGLE 1" x 1" MIN. TO 2" x 5" MAX.
(ANGLE LEG MAY BE REVERSED)
ANY ANCHOR PER ANCHOR
SCHEDULE @ 18" O.C.
SILL
#12 x 1/2" GALVANIZED OR S.S. SMS,
3/16"0 ALUM. POP RIVET, OR 1/4-20
MACHINE BOLT & NUT @ 18" O.C.
END STRIP SCHEDULE
PSF
SPAN
1 " B/O (2.7")
ao
62
108"
72
100"
82
94"
112
80"
132
75"
2" B/O (3.7)
ao
62
95"
72
88"'
82
83"
3" B/O (4.7")
ao
62
86"
72
79
82
74"
ALT. 1"B/O
(2.7")
20
62
110"
72
102"
82
95"
112
81"
132
75"
1.5"x3"
x0.093"
2t
45
93"
52
87"
57
83"
60
81"
64
78"
70
75"
73
73"
2")6"
x0.125"
zs
45
139"
52
129"
57
123"
60
120"
64
116"
70
111"
73
1 109"
FOR GREATER SPANS OR LOADS THAN
SHOWN IN END STRIP SCHEDULE, END
STRIPS REQUIRE A 1"XV .090" CLIP ANGLE
MID SPAN USING ANY ANCHOR ON THE
ANCHOR SCHEDULE & #140/4" TEK
SCREW OR 114-20 BOLT TO END STRIP.
(OUTSIDE)
ZN
RzaO p
ALTERNATE END STRIP DETAIL
WITH 6.8 STARTER AND ANGLE
SCALE: 3" - V-0-
SEE END STRIP
SCHEDULE FOR MAX.
SPAN WHEN USING
20, 40a, 40b OR 40c,
1/4 OR 6.8 STARTER
HAX. WITH 21 OR 25.
FASTEN ANGLE TO TRACK W/
(2) #10xl" SCREWS AT
CORNER, TOP & BOTTOM; AND
ATTACH TO 6.8 STARTER W/
#12 x 1/2" GALVANIZED OR
S.S. SMS, 3/16"0 ALUM. POP
RIVET, OR 1/4-20 MACHINE
BOLT & NUT @ 18" O.C.
ANY TRACK W/
SCREW BOSSES.
SEE END STRIP
SCHEDULE FOR MAX.
Ln z N SPAN WHEN USING
WJ 20, 40a, 40b OR 40c,
u 1/4" OR 6.8 STARTER
z a MAX. I WITH 21 OR 25.
U FG
40 40c
USE APPROPRIATE
STARTER STRIP TO
40b 20
PROVIDE CLOSURE
0_3
FOR
�
BUILDING CONDITIONS
FASTEN STARTER STRIP
TO TRACK W/ (2) #10x1"
SCREWS AT CORNIER, TOP
ALTERNATE END STRIP DETAIL & BOTTOM.
SCALE: 3" - V-0- ANY TRACK W/SCREW
BOSSES.
EXISTING GLASS
U) Z N
mow
USE (1) BRASS PUSH LOCK
INSIDE
(INSIDE)
a m
OR (1) 5/16-18 THUMB
< a
a
SCREW I 0 THREADED
INSERT 37 AT 1/3 SPAN
SILL
z
,w
TO 2/3 AN FROM57
Una
BOTTOM OF SHUTTER
C/
(OUTSIDE)
USE (1) BOX LOCK AT 1/3
SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER
(MULTIPLE SHUTTER ASSEMBLY
SCALE: 3" - T-0"
FRANK BENNARDO,PE
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PAGE DESCRIPTION:
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 (CC3)
PRESSURE VS ALLOWABLE LENGTH
PSF
2"x2"x18"
No B/
3"N3o"xxl
b
62
130"
188"
72
124"
179"
82
119"
172"
92
114"
165"
102
110"
160"
120
104"
147"
150
97"
131"
200
88"
114"
N
M
J
ED
i 3/16 RIVET OR #12 SMS
Cad 18" O.C. OR 1/4-20
3 NUT & BOLT (TYP.)
' ALUM. TUBE—
�I 6063-T6 ALLOY
SEE TABLE 3 FOR SIZE.
C
Y
c
1" x 2" x 093" 6063-T6
ALUM.ANGLE TYP.
Cl CONNECTION TYPE
REFERENCE ANCHOR EXISTING HOST
SCHEDULE FOR MAX STRUCTURE
SPACING
i Cl CONNECTION TYPE MAX' /4-20 MACHINE BOLT
/ \ REFERENCE ANCHOR 1/2" _ W/NUT Cal 12" O.C. OR
/ \ SCHEDULE FOR MAX. 3 #14 SMS (7a 6" 0 C.
SPACING Ir (TYP. TOP & BOTTOM)
Pvl
ALUM. TUBE / \
6063-T6 ALLOY w F
SEE TABLE A FOR SIZE. Q � (S�0R(OR/
o0 OR 6 ZL,i
ALTERNATE THRU BOLT �_
Cl CONNECTION TYPE
0 REFERENCF ANCHOR MIN. GLASSLL o =
SCHEDULE FOR MAX. SEPARATION 13 U
13 SPACING PER TABLE 2 �
�Qzw
I tl GLASS d m
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3/16"0 ALUM. POP Q Z
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l SOR6OR w
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LLJ o
ALTERNATE THRU BOLT
C5 CONNECTION TYPE
0TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR
0
NTS SCHEDULE FOR MAX
TABLE B (004)
PRESSURE VS ALLOWABLE LENGTH
PSF
21lx2"xl/8"
WITH B/O
3"x3"xl/8"
WITH B/O
62
113"
166"
72
107"
157"
82
101"
147"
92
95"
139"
102
90"
132"
120
83"
122"
150
74"
109"
200
Coll
94"
3/16-0 ALUM. POP
RIVET OR #12 SMS
Cad 18" 0. C. (TYP.)
2FASTENERS
EACH ANGLE
THREE 3/16-0 ALUM.
o POP RIVETS OR
17 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
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TYPICAL CORNER CLOSURE DETAILS
NTS
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STRUCTURE
5 CONNECTION TYPE
EDGE DISTANCE REFERENCE ANCHOR
SCHEDULE FOR MAX.
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FASTENER (p 18" O.C. Cb ALTERNATE BUILD OUT MOUNT SECTION
(USE ANY ANCHOR SHOWN
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2' x 2' x
090" 6063-T6
ALUM. TUBE TYP
2"x51'x1/81'
x CONTINUOUS
ALUMINUM ANGLE
OPTIONAL ANGLE
ORIENTATION TYP.
INSIDE
(OUTSIDE)
SIDE CLOSURE OPTIONS
SCALE: 3" = T-O"
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OR DOOR
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SCALE: -
PAGE DESCRIPTION:
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OR DOOR
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REFERENCE ANCHOR
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W ❑u u OR DOOR
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U
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Lo
2 ❑
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= G x Pa
X z w
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LLJOR 3/16"0 ALUM. POP TABLE 2
Q J o d a -7
TABLE 2
z- RIVETS (7a 6" 0 C. OR 1/4"0
u N w o a
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Q
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/ 1/4" MAX FROM PIN
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GUIDE TO BUSHING
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WASHER (TYP.)
WASHER (TYP.)
GLASS
/ - 1/2"
1/2" TYP. EXISTING CONCRETE,
3 CONNECTION TYPE OR DOOR -
BLOCK OR WOOD FRAMING
REFERENCE ANCHOR
EDGE
4 CONNECTION TYPE
1 SCHEDULE FOR MAX.
DIST
REFERENCE ANCHOR
m/�
SPACING
EDGE SCHEDULE FOR MAX.
DlsT SPACING AS SHOWN
W
3 CONNECTION TYPE IN DIAGRAM ON PG. 9
o El
REFERENCE ANCHOR EXISTING CONCRETE7,
W
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING
SPACING,ALT FASTENER
SPAN LOCATION. FRONT AND
1/4" MAX. FROM BACK ANCHORS NOT REQ'D
PIN GUIDE TO WITH THIS LOCATION
BUSHING WASHER O INSIDE MOUNT SECTION
(TYP) SCALE 3-= l'- 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 1S 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 3, NUT �a
12 O.C.
GLASS
OR DOOR—
N
� a
F
(N
OR
x 3" x 1/4" CONT.
063-T6 ALUM ANGLE
-IAY BE REVERSED
S SHOWN DASHED)-
MIN. GLASS
SEPARATION
PER TABLE 2
w
� � w
w w J
w
w
Z u m
O0 0 <
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< LL ff Q
zJ0D-
u In
u
GLASS
OR DOOR
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O.C. OR 3/16"0 ALUM.
POP RIVETS Ca 6" O.C.
OR 1/4"0 ALUM. POP
RIVETS P 12" O.C.
O7 AND
ASSEMBLY
n
1/4" MAX. FROM PIN
m
Q
GUIDE TO BUSHING
w
WASHER (TYP.)
5 6
EXISTING CONCRETE,
m
BLOCK OR WOOD
EXISTING CONCRETE,
FRAMING
BLOCK OR WOOD FRAMING
3 CONNECTION TYPE
#12 x 1/2" SMS P 12"
REFERENCE ANCHOR
O.C. OR 3/16"0 ALUM.
0
SCHEDULE FOR MAX.
POP RIVETS Pa 6" O.C.
SPACING
OR 1/4"0 ALUM. POP -
WALL MOUNT SECTION
RIVETS P 12" O.C.
SCALE : 3"= l'- 0"
EXISTING
STRUCTURE
5" MAX.
19 -
1/2'
OR 6
MIN. GLASS
SEPARATION
PER TABLE 2
(-5)0R 6 OR
R0�16
Cl CONNECTION TYPE
REFERENCE ANCHOR 1/
O INSIDE MOUNT SECTION SCHEDULE FOR MAX.
SCALE : 3"= l'- 0" 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-= l'- 0"
BLOCK OR WOOD FRAMING
EDGE DISTt—CRSS
4 CONNECTION TYPE
EFERENCE ANCHOR
CHEDULE FOR MAX.
PACING
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MIN
LL
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13
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T O w w
PARATIO
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TABLE 2
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EMBED
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DOOR-- cPDAC
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1/4" MAX. FROM PIN
1/2
1/2" GUIDE TO BUSHING
TYP. WASHER (TYP.)
❑ �
4 CONNECTION TYPE
W ❑
EDGE
REFERENCE ANCHOR
DIST.
SCHEDULE FOR MAX.
SPACING AS SHOWN
4 CONNECTION TYPE IN DIAGRAM ON PG, 9
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING. ALT. FASTENER
LOCATION. FRONT AND
BACK ANCHORS NOT REQ'D
WITH THIS LOCATION
Q
CEILING / INSIDE MOUNT SECTION
SCALE : 3"= 1'- 0"
1/4-20 MACHINE BOLT
W/NUT (p 12" O.C. OR
#14 SMS Pa 6" 0 C.
(TYP. TOP & BOTTOM)
—EXISTING
STRUCTURE
5 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
1/2" /-R 2�
PER TABLE 2
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MIN. GLASS Li -
GLASS SEPARATION z
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T w Q
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7-
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am- -—
m
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1/L" MAX. FROM PIN GUIDE 13
TO BUSHING WASHER (TYP.)
TWO 1/4"0 WOOD 28
LAG SCREWS Cal 24"
0 C. MAX. WITH 2"
THREADED PENETRATION
"T" INTO CENTER OF 2X STUDS
EMB. "T' �—#1L SMS Cal MIDSPAN BETWEEN
STUDS FOR TRACK TO 1" x L"
PLYWOOD & TUBE CONNECTION
STUCCO FINISH " 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
ACCORDION SHUTTER
PER PRODUCT APPROVAL
APPLICABLE AT TOP
AND/OR BOTTOM
2" OR 3"
1/2" MIN.-
2" x 3" x %8" x CONTINUOUS OR
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a
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a SEPARATION
to
PER TABLE 2
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6
2.175"
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ANGLE FASTENED TO
FASTENED TO ANGLE WITH 1/4-20
EXISTING 3 KSI CONCRETE
MACHINE SCREWS AT 3" FROM ENDS
HOST STRUCTURE WITH
AND 9" O.C. FOR THE BALANCE
%4"O DEWALT ULTRACONS
EXISTING CONCRETE HOST
AT 3" FROM ENDS AND 4"
2-1/2" MIN.
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O.C. FOR BALANCE WITH
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t 62 P.S.F.
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L- t 52 P.S.F.
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2" x 5" x 1/8" CONT.
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3.5" MIN
TYPICAL
2.875"0 HOLE (TO RECEIVE
ROUND WINDOW ASSEMBLY)
MAXIMUM OF 3 WINDOWS
PER EVERY OTHER BLADE
EDGE OF ACCORDION
SHUTTER BLADES
i LIGHT-N-VIEW WINDOW
8 N.T.S. EXTERIOR ELEV
0.125"
0.032"
0.196"
450
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ALT. LEG DIRECTION
STRUCTURE
1/4" ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN
EMBED IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUM
1/2" SPACING, AND 3" MINIMUM EDGE DISTANCE
AX (2) 6063-T6 ALUMINUM
ANGLES PER BEAM END, SIZE
4-_
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EMBED.
SPAN TUBE PER
r
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z z
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1/4-20 MACHINE BOLT W/NUT @
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EMBED.
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f1/2"
MAX. ANGLES PER BEAM END, SIZE
EXISTING
PER SPAN TUBE SCHEDULE
HOST
1/4"0 THRU BOLTS SEE BEAM
STRUCTURE
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 = f 72 PSF
3
SPAN TUBE SECTION
N.T.S. VERT SECTION
SPAN TUBE SCHEDULE
ALLOWABLE TUBE
NUMBER OF
NUMBER OF
MINIMUM ANGLE
ANCHORS PER
TUBE
SHUTTER
SPAN
THRU-BOLTS
ANGLE
LENGTH
SIZE
SPAN
TOP
BOTTOM
TOP
BOTTOM
TOP
BOTTOM
TOP
BOTTOM
TUBE
TUBE
TUBE
TUBE
TUBE
TUBE
TUBE
TUBE
60"
123.8"
135.2"
2
2
2
3
4"
7"
2"x5'5c
0.125"
96"
101.7"
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"
2"x6'k
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"
2 x8 x
0.125"
96"
122.7"
155.7"
2
2
3
4
7"
10"
123"
115.4"
137.5"
2
3
4
5
10"
13"
60"
158.1"
240.0"
2
2
3
4
7"
10"
2"x10"x
0.1875"
96"
140.6"
229.9"
2
3
4
6
10"
16"
203.1"
3 4
5
7
13"
19"
123"
132.2"
SPAN TUBE SCHEDULE NOTES:
1. USE 2"x3"x1/4" OR 2"x5"xl/4" ANGLES FOR 2"x5" & 2"x6" BEAMS.
2. USE 2"x5"x1/4" ANGLES FOR 2"x8" & 2"x10" BEAMS.
3. USE BEAM SCHEDULE FOR DETAIL 3/8.
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.
5. 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.
FRANK BENNARDO,PE
PE# 0046549 CA#9885
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COPYRIGHT FRANK L. BENNARDO P.E.
20-26160
PAGE DESCRIPTION:
I
0
N
0
M
o
ANCHOR SCHEDULE: CONCRETE
b
�
O Ln
ANCHOR
LOAD
(psf)
2.5" MIN EDGE DISTANCE
Spans Up To 6-0"
CONN TYPE
Cl C2 I C3 I C4 C5
Spans Up To 8'-3"
CONN TYPE
Cl C2 I C3 I C4 C5
Spans Up To 12'-0"
CONN TYPE
Cl I C2 C3 C4 C5
1/4" ITW TAPCON OR ELCO
ULTRACON WITH 1-3/4"
EMBED (3192psi MIN CONIC)
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"
10.5"
16.0"
15.0"
7.5"
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
16.0"
13.0"
7.0"
11.0"
16.0"
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"
4.5"
7.5"
10.5"
15.0"
7.5"
4.5"
7.5"
10.5"
15.0"
7.5"
4.5"
7.5"
10.5"
1/4" MILLENIUM MILLFAST
WITH 1-3/4" EMBED (3275psi
MIN CONCRETE)
43
16.0"
16.0"
15.0"
16.0"
16.0"
16.0"
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"
15.0"
16.0"
16.0"
11.0"
7.0"
10.5"
16.0"
13.5"
1 7.0"
4.5"
7.5"
9.5"
62
16.0"
15.0"
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"
1/4" DEWALT CRETEFLEX
SS4 W/ 2" EMBED (3350psi
MIN CONIC)
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"
16.0"
16.0"
10.5"
7.0"
11.5"
15.0"
16.0"
10.0"
6.5"
11.0"
14.0"
100
16.0"
10.0"
1 6.5"
111.01,
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 CONIC)
1"
MIN EDGE
DISTANCE
Cl
C2
C3
C4
C5
Cl
C2
C3
C4
C5
Cl
C2
C3
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"
4.5"
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"
100
14.5"
7.5"
10.0"
14.5"
7.5"
MM
10.0"
14.5"
7.5"
10.0"
F
1/4" MILLENIUM MILLFAST
WITH 1-3/4" 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"
16.0"
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"
8.0"
16.0"
11.5"
5.5"
5.5"
8.5"
10.5"
5.5"
5.5"
7.5"
100
10.5"
5.5"
5.5"
1 7.5"
10.5"
1 5.5"
5.5"
1 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
C5
Cl
C2
C3
C4
C5
43
16.0"
16.0"
8.5"
10.5"
16.0"
16.0"
12.0"
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"
5.0"
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"
CO"
7.0"
10.0"
5.0"
4.0"
7.0"
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
C5
Cl
C2
C3
C4
C5
43
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
11.5"
16 00"
16.0"
16.0"
11.0"
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"
16.0"
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"
53
9.5"
12.0"
16.0"
8.5"
5.5"
9.5"
12.0"
16,0"
8.5"
5T
9.5"
12.0"
1/4" DEWALT SS DROP -IN
W/ 1/4-20 SS BOLT AND
1" EMBED (3000psi MIN
CONC)
2-5/8"
MIN
EDGE
DISTANCE
Cl
C2
C3
C4
C5
Cl
C2
C3
C4
C5
Cl
C2
C3
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"
11.5"
53
16.0"
16.0"
9.5"
14.0"
16.0"
16.0"
9.5"
6.0"
10.0"
16.0"
11.5"
6.0"
4.0"
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"
IT"
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"
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"
8.0"
1/4" DEWALT SS DROP -IN
W/ 1/4-20 SS BOLT AND
1" EMBED (3000psi MIN
CONC)
"
3-1/2"
MIN
EDGE
DISTANCE
Cl
C2
C3
C4
C5
Cl
C2
C3
C4
C5
Cl
C2
C3
C4
C5
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"
6.0"
4.0"
7.5"
8.5"
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"
8.5"
100
12.0"
6.0"
4.0"
7.5"
8.5"
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
C5
Cl
C2
C3
C4
C5
43
16.0"
16.0"
11.5"
14.0"
16.0"
16.0"
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"
16.0"
16.0"
11.5"
5.5"
8.0"
16.0"
14.0"
7.0"
3.5"
5.5"
10.0"
62
16.0"
15.0"
7.0"
9.5"
16.0"
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"
5.5"
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 CONIC)
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"
13.0"
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"
1 5.5"
1 8.5"
14.0"
16.0"
9.0"
5.0"
8.0"
. .0"
100
16.0"
9.0"
1 5.0"
1 8.0"
13.0"
16.0"
9.0"
1 5.0"
1 8.0"
13.0"
16.0"
1 9.0"
5.0"
8.0"
13.0"
FRANK BENNARDO,PE
PE# 0046549 CA#9885
-
,:`
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2 x S (TYP.) 9 / 10 COMBINATION
� Lu m Ox
LL I- M muO
[�] Li.
I'' Hu
W rM U J N ui
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6 x
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lLE Q W o
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1 x S (TYP) 2 x S (TYP)
p� zw
U W Luz
LLLL�fZ
W V6w
Ow
NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING
SPACING DIAGRAM FOR C2 & C4 CONNECTION TYP'-:
- C2 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE
ANCHORS ONLY
ni
- Cl+ CONNECTION TYPE USING PIECE ® WITH
Ln
OUTSIDE ANCHORS ONLY
M
J
LL
ANCHOR NOTES:
1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING
lem1 F o N p o
a-
ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
1e rn O m
LIMITED TO THOSE SHOWN IN TABLE 1 (P9 1).
m S o a M
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,
Q m J
O z 5 z
ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR
w
EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER
a Q
THAN OREQUAL TO SHUTTER SPAN.
3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
UJ uJ
C
4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE
o g
BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER
<
ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
M
CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF
CONNECTION TYPE.
5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE
ES",
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.
W
o Z:
� 9
7.
WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS
a
°N
g A
gJ
VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING
M
m
HIE
MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR
$�
c
SIDE CLOSURE PIECES.
=
J J
J y
8.
WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER
V
LL Y
LL U
If it
dill
3
z
z
SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4"
z
o
J
m
Y U
J 3
x
$ m
m
J5 $
EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL
HAVE PHILLIPS PAN HEAD OR HEX HEAD.HN
E�
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.
w
y
a
ffi=w
®
DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
Y
2
wow=
U
S2 m
U
m
U
m mU
��
*
DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
(2 LL
z R
Z w
d N
w LL
N R
����
mP
NUT OR WASHER WINGNUT.
COPYRIGHT FRANK L. BENNARDO P.E.
20-26160
10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.
11.
WHEN ANCHORING TO HOLLOW BLOCK, SIDS DRILLS SHOULD NOT BE USED TO
SCALE:
-
DRILL INTO HOLLOW BLOCK, NOR SHOULD IMPACT DRILLS BE USED TO INSTALL
PAGE DESCRIPTION:
CONCRETE SCREWS TO HOLLOW BLOCK
12.
ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE
o! 2
g
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
FRANK BENNARDO,PE
PE# 0046549 CA#9885
N
M
Jo
2" MIN EDGE DISTANCE
rj
Spans Up To
6'-0"
Spans Up To 8'-3"
Spans
Up To 12'-0"
� �
O
ANCHOR
LOAD
(psf)
CONN TYPE
Cl C2 C3 I C4
C5 Cl
CONN TYPE
C2 I C3 C4
I C5
Cl
CONN TYPE
C2 I C3 C4
C5
#12 SMS W/ 2" EYEWALL
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"
Y
0
0 CO
ARMOR INSERT W/ 1-1/4"
EMBED
53
16.0"
10.5"
5.0"
7.0"
16.0"
11.0"
6.0"
3.5"
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
1 7.0"
3.5"
3.5"
5.0"
1 7.0"
3.5"
3.5"
5.0"
1 7.0"
3.5"
3.5"
5.0"
ANCHOR SCHEDULE: WOOD (G=0.55
u
Ln
O
ANCHOR
LOAD
(psf)
3/4" MIN EDGE DISTANCE
Spans Up To 6-0"
CONN TYPE
Cl C2 C3 C4 C5
Spans Up To 8'-3"
CONN TYPE
Cl C2 C3 C4 C5
Spans Up To 12'-0"
CONN TYPE
Cl C2 C3 C4 C5
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"
16.0"
6.0"
7.0"
16.0"
16.0"
11.5"
4.0"
5.0"
16.0"
62
16.0"
16.0"
7.0"
8.5"
16.0"
16.0"
14.5"
5.0"
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"
12.5"
4.0"
5.5"
16.0"
16.0"
11.5"
4.0"
5.0"
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"
4.0"
5.0"
16.0"
Lnn
0
II
o
00
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"
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"
3.5"
4.0"
5.0"
70
12.0"
6.0"
3.5"
5.5"
12.5"
7.5"
3.5"
4.0"
5.5"
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"
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"
16.0"
16.0"
10.0"
4.5"
6.0"
14.0"
16.0"
9.5"
4.0"
5.5"
13.0"
100
16.0"
9.5"
4.0"
5.5"
13.0"
16.0"
9.5"
4.0"
5.5"
13.0"
16.0"
1 9.5"
4.0"
1 5.5"
13.0"
ANCHOR SCHEDULE: WOOD (G=0.42
3/4" MIN EDGE DISTANCE
u
N s
_ �
ANCHOR
LOAD
(psf)
Spans Up To 6'-0"
CONN TYPE
Cl C2 C3 C4 C5
Spans Up To 8'-3"
CONN TYPE
Cl C2 C3 C4 C5
Spans Up To 12'-0"
CONN TYPE
Cl C2 I C3 C4 C5
1/4" LAG SCREW WITH 1-3/4"
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"
MIN THREAD PENETRATION
53
16.0"
16.0"
6.5"
8.0"
16.0"
16.0"
12.5"
4.5"
5.5"
16.0"
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"
#14 SMS OR #14 WOOD
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"
5.0"
10.5"
0
O
SCREW WITH 1-3/4" MIN
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"
0
THREAD PENETRATION
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"
1 9.5"
1 4.5"
1 6.0"
16.0"
11.0"
1 5.5"
1 3.0"
4.0"
1 8.0
. "1
5.5"
1 2.5
4.0"
7.5"
100
10.5"
5.5"
1 2.5"
1 4.0"
1 7.5"
10.5"
1 5.5"
1 2.5"
4.0"
1 7.5"
10.5"
1 5.5"
1 2.5"
4.0"
7.5"
ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK
4" MIN EDGE DISTANCE
b Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0"
Ln LOAD CONN TYPE CONN TYPE CONN TYPE
O ANCHOR (psf) Cl I C2 I C3 C4 I C5 Cl I C2 I C3 I C4 I C5 Cl I C2 I C3 I C4 I C5
5/16" ITW TAPCON XL W/ 43 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 15.0" 16.0"k6.W6.0"15.0" 9.0" 14.0" 16.0
2-1/4" MIN. EMBED 53 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.0" 16.0"12.0" 7.5" 12.0" 16.0
62 16.0" 16.0" 14.0" 16.0" 16.0" 16.0" 15.0" 9.0" 14.0"12.0" 7.5" 12.0" 16.0
0-
O
00
LL w
C) z
5/16" DEWALT ULTRACON
W/ 2-1/4" MIN. EMBED
43
16.0"
16.0"
10.5"
14.0"
16.0"
16.0"
10.5"
1 6.5"
9.5"
16.0"
11.0"
5.5"
6.5"
1 9.0"
53
16.0"
13.5"
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"
11.01.
5.5"
6.5"
9.0"
9.0"
6.5"
70
15.0"
8.0"
5.0"
8.0"
15.5"
9.5"
5.5"
7.0"
9.0"
Ell
6.5"
100
9.0"
5.5"
6.5"
9.0"
5.5"
6.5"
9.0"
6.5"
O Ov
#12 SMS W/ 2" EYEWALL
ARMOR INSERT W/ 2" EMBED
2"
MIN EDGE
DISTANCE
Cl
C2
C3
C4
C5
Cl
C2
C3
C4
C5
Cl
C2
C3
C4
C5
43
16.0"
16.0"
9.5"
11.5"
16.0"
16.0"
14.0"
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"
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"
5.5"
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"
3.0"
4.5"
8.5"
ANCHOR NOTES: SEE SHEET
9 FOR ANCHOR NOTES.
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COPYRIGHT FRANK L. BENNARDO P.E.
20-26160
SCALE: -
PAGE DESCRIPTION:
mll
0
69"
MAX
SLAT
SPAN
vi
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ID
ZD MAX
No SLAT
SPAN
N
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ACCORDION SHUTTER SYSTEM
(2) ANCHORS---- -___z
O
PER SIDE, SEE
DETAIL 3/12
NOMINAL WIDTH
PER SCHEDULE
TYPICAL ELEVATION OPTION 1
12 N.T.S. EXTERIOR ELEV
� ACCORDION SHUTTER SYSTEM
(2) ANCHORS-----_
0 PER SIDE, SEE
DETAIL 4/12
NOMINAL WIDTH
PER SCHEDULE
2 TYPICAL ELEVATION OPTION 2
12 N.T.S. EXTERIOR ELEV
SHUTTER SYSTEM
2"x3"xO.25" 6063-T6
CONTINUOUS ANGLE j
SUPPORTING SHUTTER TRACK
%4" LAG SCREW WITH 2"
THREAD PENETRATION
AND 3/4' EDGE DISTANCE
TO G=0.42 MIN. WOOD,
CENTERED IN LEG OF
2"x3"xO.25" ANGLE
j
G=0.42 MIN. WOOD
HOST STRUCTURE /
j N/
%4" LAG SCREW WITH 2"
THREAD PENETRATION,
AND 3/4' EDGE DISTANCE
TO G=0.42 MIN. WOOD,
CENTERED IN LEG OF
2"x3"xO.125" ANGLE
z
5- Cf)
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CEILING HEADER
1/4-20 316 SS THRU-BOLT SPACED
12" O.C. MAX OR #14 316 SMS OR
SIDS SPACED 6" O.C. MAX. FASTENER
SHALL BE LOCATED 1" FROM ENDS.
2"x3"xO.125" 6063-T6 ALUMINUM
ANGLE, 2" LONG, ONE PER END
OF 2"x3"xO.25" ANGLE.
TYPICAL END ATTACHMENT
3 OPTION 1
12 N.T.S. VERT SECTION
SUF
V4"
TF
AND
TO
C
G=0.42
HOST
%4" LAG!
THREAT
AND 3/4" E
TO G=O.
CENTS
2"x3'
ALTERNATE MOUNTING OPTION
DESIGN SCHEDULES
OPTION 1
(1) 2x3xO.25 ANGLE (6063-T6)
NOMINAL
WIDTH
ALLOWABLE DESIGN
PRESSURE
POSITIVE (+)t
NEGATIVE (-)
42"
151 psf
200 psf
45"
131 psf
200 psf
48„
116 psf
177 psf
51"
102 psf
147 psf
54"
91 psf
124 psf
57„
82 psf
106 psf
60"
74 psf
91 psf
63"
67 psf
78 psf
66"
61 psf
68 psf
69"
1 56 psf
60 psf
72"
51 psf
52 psf
75"
46 psf
46 psf
78"
41 psf
41 psf
81"
37 psf
37 psf
OPTION 2
(2) 200.125 ANGLES (6063-T6)
NOMINAL
WIDTH
ALLOWABLE DESIGN
PRESSURE
POSITIVE (+)
NEGATIVE (-)
42"
80 psf
173 psf
45"
69 psf
151 psf
48„
61 psf
132 psf
51"
54 psf
117 psf
54"
48 psf
105 psf
57,
43 psf
94 psf
60"
39 psf
85 psf
63"
35 psf
77 psf
66"
69"
32 psf
70 psf
30 psf
27 psf
25 psf
63 psf
56 psf
49 psf
72'
75"
78"
23 psf
44 psf
81"
21 psf
39 psf
NOTE: DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR
DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAIN.
SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE
PERMITTED IN DESIGN SCHEDULES.
TYPICAL END ATTACHMENT
4 OPTION 2
12 N.T.S. VERT SECTION
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ANCHOR NOTE: 4" MILLENIUM MILLFAST SCREWS W/
T&C ULTRACOTE MAY BE USED IN LIEU OF THE LAG
SCREWS CALLED OUT ON THIS SHEET UTLIZING THE
SAME CRITERIA.
FRANK BENNARDO,PE
PE# 0046549 CA#9885
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20-26160
SCALE: -
PAGE DESCRIPTION:
IN
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