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FF i�d
;:Q Product Approval
dopr r
1 xanl USER: PUDIIc User
ppg MAID
- font Fro�ct Auo ovulMm.>Pretlrce or Aeollaton SearcM1>Aoollta[o�Lst> pliention Detail ,a,y PY
P��� -FL # FL13]5]-RS LLAljly�'•�' R
f+ Code Application Type Revision
Code Version Appr if ll1-=^
APPIiCa[ian Status Approved tl
Comments AUG 0 G 2017
Archived
PERIA117II413
St. Lucie County, FL
product Manufacturer Town and Country Intlustries,
Address/Phone/Email West MCNab Road
Ft. in,
FL 3"09
(954) 493-8
WmJ@tc-alum.com
Authonzed Signature Frank Bennardo
frank@engexp.rom
Technical Representative Thomas B. Johnston
Address/Phone/Email 400 west McNab Rd.
Ft. Lauderdale, FL 33309
(954) 970-9999
tomJ@tc-alum.com
Quality Assurance Representative
Address/Phone/Emall
Category SDu[[ers
Subcategory Accprdlon
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
professional Engineer
Jl Evaluation Report- Hardcopy Received
Flonda Engineer or Architect Name who developed the Frank L. Bennardo, P.E.
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation & Management Institute
Quality Assurance Contmd Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO, P.E.
V Validation
Checklist- Hardmpy Received
Certificate of Independence FL13]5] R5 COI
Incen'_.udf
PI-13757 R5 Cot
Ndeo 3.00f
R1375] RS COt
lades Af
Referenced Standard and Year (of Standard) Standard
Year
ASTM E1886
2006
ASTM E1996
2005
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
Florida 7 RS Ed Professional Engineer or Architect
FL13J5] R5 Eau. Euwv 2.odf
FL13]57 RS Eau. Eanw,od f
FLf 3]5] RS Eouiv Eauiv.otlf
http://www.floridabuilding.org/pr/pi _app_dtl.aspx?param=wGEV XQwtDgvgk7yHMuovb... 6/30/2017
Florida Building Code Online
Page 2 of 2
Sectors from the Cade
Product Approval Method
Data Submitted
Date Validated
Date Pending FBC Approval
Date Approved
fs7emmeary of Pnoo I`at
Method 1 Option D
04/21/2015
04/29/2015
05/06/2015
06/2Z/2015
FL #
Model, Number or Name
Description
13757.1
6.8 A¢ordlon Shutter
Large Missile Impact Resistant Accordion Shutter System
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL13757 IRS IT Dwr.odf
Approved for use outside HVHZ: Yes
Verified By: Frank L. Bernardo, P.E. PED046549
Impact Resistant: Yes
Created by Independent Third Party: yes
Design Pressure: N/A
Evaluation Reports
Other:carnbinabodsin
Other. See installation tlraw r a o ressure
7 AE Endent
n0 atltliti0 limitations of use.
Create y I
Created by Independent Thirtl Party: Yes
`
1375Z2 6.8 Streamline Shutter
Issl e m t Accordion Shutter System
Limps of Use
Installation Instructions,
Approved for use in HVHZ: Yes
FL13757 R5 TI Own 2.odf
Approved for use outside HVHZ: Yes
ietl By: Frank L. Be do, P.E. PE0046549
Impact Resistant Yes
Create ant Thirtl Party: Yes
Design Pressure: N/A
Evaluation Reports
Other. See Installation drawings for allowable Span/pressure
FL13757 RS AE Evan 2.odf
combinations and additional limitations of use.
Created by Independent Third Party: Yes
13757.3 E.A. Essential Facilities Accordion
Aluminum accordion shutter approved up to missile level'E' for use with
essential fadilitieS and wind zone 4 applications.
Limps of Use
Installation Instructions
Approved for use in HVHZ: No
J 7^7 AS Ii Own 3.erf/
Approved for use outside HVHZ: Yes
Verified By: Frank L. Bernardo PE-0046549
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +310/-128
Evaluation Reports
Other: See product drawing for additional Information, anchorage, etc.
EL13757 RS AE Fval 3.0tlr
Created by Independent ThirdParty: Yes
cont"a us:: 26m Blair S[One RoaJ. Tal aFa55ee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. CoovrloM1t 200>J013 State of Florida.:: Pdwi:v Statement :: Accesslbllity Statement :: Refund Statement
Product Approval Accepts:
f
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvgk7yHMuovb... 6/30/2017
I
GENERAL NOTES: L
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACC01
CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY
INTERNATIONAL BUILDING CODE (IBC[ AND INTERNATIONA
MEETS MISSILE LEVEL "D" AND INCLUDES ESSENTIAL FACIL
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATI(
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
DETERMINED
REMENTS AS DETERMINED IEPARATE N ACCORDAG IN NCE WITH AS
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL 1
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSI
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201
4.' DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMI
SAFETY FACTOR.
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION I
ZONES, IN ACCORDANCE WITH ASTM 1996-09. IT IS ACCEP
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN TI
LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD A
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS T
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE
WIND LOAD CALCULATIONS 1N ACCORDANCE WITH ASCE 7,
SHALL BE USED.
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT
9. SITE. E INSTALLATION INSTRUCTIONS ARE PART OF A PROD
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION RE
PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENT!
61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE.
10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIE
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS I
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIL
THE STRUCTURAL SUBSTRATES DETAILED HEREIN.
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL
DOCUMENTS.
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPRO
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS B
SEALED BY A LICE SED ENGINEER OR REGISTERED ARCHIT
DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL I
13. EAC_H_SHUiWR ASSEMBLY SHALLBE PERMANENTLY LABELE
6.8 STREAMLINE SHUTT
FOR USE WITHIN AND OUTSIDE THE HVHZ
) FOR ALL WIND
DPTIONAL
)DUCTS. WIND
NGTHESE
VELOCITY. FOR
OR OF Kd -0.85
FOR A SPECIFIC
WILL VOID THE APPROVAL
uvr�m wuv'v' TOWN&COUNTRY INDUSTRIES
FORT IAUDERDALE FL
MISSILE LEVEL D - ASTM E1666, E1996 & E330
TAS 201 202 & 203
FLORIDA BUILDING CODE APPROVED
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N„ WITH A MINIMUM Py 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/I6"0 SG52
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 TTRACKS WHEREVER WATER SEEPAGE IS POSSIBLE.
TABLE 1
TABLE 1 NOTES:
ACCORDION SHUTTER
SPAN SCHEDULE
SHUTTER
POSTrIVE
pESIGN
PRE66URE
NEGATIVE
DE61GN
PREBBB E
SPAN
Ll
PL_L
7r
111
100
99"
TO
70
12O"
63
63
144"
a3
4D
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.
SECTION
HURRICANE PROTECTION
LOCKING
TABLE 2• \1_1J N.T.S.
9
B OM gG F
CK
EXTERIOR ELEV CC.
MINIMUM SEPARATION FROM GLASS
HVHZ
NON-HVHZ ESSENTIAL
FACILITIES
SHUTTER
SPAN
INSTALLATIONS
5 30' ABOVE
_
INSTALLATIONS
> A
GRADE
INSTALLATIONS
5 ABOVE
GRADE
INSTALLATIONS
> A
GRADE
7r
2.114'
1.518'
2-W
1-5w
1-718,
3-510"
141w
120,
4-0IB"
2'
4-114
2'
144'
4-7/B'
r
r
2'
15-2339
I
4,8)4•MAX.
OWALL
SCALE, HALF SIZE
�iOJ 5"
--2.655'�
1.069'
u
ti I 0.105•
0.10S. n
4.510•
0.I81•
O7 SILL gO SILL ADAPTER
SCALE, HALF SIZE
SCALE: HALF SIZE
4.]53°
4.530°�
0.044' 0.22T
NOTE: THICKNESS OF BARE
METAL W/O PAINT IS MOW
75 6.6 STREAMLINE STACK
SCALE, HALF SIZE
�3.830'
1.993'�
0.143'
0.143'r
0.630'
o,zoo
].Oo9' O.Ofi2"
OSCALE HALFSTREAMLINE TRACK O SCALE. HALF SIZE TRACK O HEAVYSCALE,HAALF D=E/SILL O SCALE HALF SILITE ZE
Og EXTENDED SILL
SCALE, HALF SIZE
6mI
�9
Iw++
oMw
...9
0.8]S
Y
2.I95' 1.230' w 3
2.362• 4.84' C 1z
r i 0.0)5' ni Q 0.0>5" n I-4.510'�3s' 3
n _� 0.994•i w 0.044' L�,,...LL,,,......\\VVV// S
0.0) NOTE: TESTED THICKNESS OF g
�4.530°� �3.506°� BARE METAL W/O PAINT IS 0.039'
�D EXTE[ NADLF size ADAPTOR i� SDAJUE NADLF 51zEILL BOTTOM �3 S8LSTRE. AE fMIZEE SLAT/BLADE CQ_
0.682°�0.6330•
0.060'�I
2.022"
76 RADIUS CEILING HEADER/SILL
�1.625"-I
�7 6.6 STARTER
SCALE+HALF SIZE
SCALE: HALF SIZE
0.0 JL[io11'
0.590'
0.096'
O.I15°
0.096°
F0.180"
0.08W
�0.693°
0.420"
WALL SILL CLIP
SCALE, HALF SIZE
g® WALL SILL
SCALE: HALF SIZE
I FO-125'
T
MAX.
1g ANGLE
SCALE. HALF SIZE
Fjo.250"
0.610' STAINLESS STEEL
ASSEMB Y
0.320'0 HOLE
0.880 NYLON
0.0 WHEEL
I.100-i FO.24B•
TYP. AT EVERY OTHER
INSIDE JOINT AT TOP.
22 ROLLER ASSEMBLY
SCALE. HALF SIZE
R0.500" I �4.000"
0.500-
2.250"
a.2sD-
� ^
I 1
0.118' a j-0.]24-
~2.000" 0.LB,
RAINGUARD 2g DECORATIVE FLOOR TRACK
SCALE: HALF SIZE SCALES HALF SIZE
5.500"x 13/16^WIDE F--f0.400•
L
T T
o.us°
L 0.188'
T1P. 0
68
4.500^ 1--10.689"
NOU RIAL SEL YSTEZM2S
35 BOX LOCK
SCALE: HALF SIZE
II
o.zso'
o
).000'�
3g 2X7 ANGLE
SCALE. HALF SIZE
NOTE: MAY BE KEY OPERATED OUTSIDE
OR KEY/THUMB TURN OPERATED INSIDE.
23 BRASS PUSH LOCK
SCALE: HALF SIZE
30 UNIMATE LOCK
SCALE. HALF SIZE
�LIM
POWDER COATED, ZINC DIE-CAST
36 T-LOCK ADAPTER
(OPTIO NAL))
SCALE: HALF SIZE
tl0 z 2"3/4' 410 HT S.S. 0.216-
INSERTS ECREW W/TC ULTRACOTEI- r0.591'
INTO COATING
TRACK ITYP TOP®BOTTOM) r°1i 0.062"
NYLON BUSHING W/WASHER:
)7/16'0 x 1' 0 INTERIOR JOINT BOTTOM /16"O x I1r 0 INTERIOR 301W TOP ~ 01 154•.� r.0.13)'
EITHER CAN BE USED ON EXTERIOR
24 BUSHING ASSEMBLY DETAIL 2g BOX CENTER INSERT
SCALE, HALF SIZE SCALE: HALF SIZE
7/16.0 STAINLESS
STEEL NUT
30
5/16'O INTERNAL
THREAD
37 T-SCREW INSERT
SCALE: FULL SIZE
7
5/I6 STAINLESS HSTEELCREW
HEAD STYLE VARIES
/QhTHUMB SCREW 3g
SCALE: FULL SIZE
�2.000"�
�1.625� }-1.500'-1 T
0.050- T' F12
0.125 I 0.093'
0.085. o
L 0085,
1
2p ALT. 1" END STRIP 21 SCALE." ALL SIZE
" ANGLE 25 2"K3"XHALF SI ANGLE
SCALE: HALF 512E SCALES HALF SIZE SCALE: HALF SIZE
FI 0.1)1-
1.050^j
0.254^ 40 40b 40
�j a.3v9 END STRIP 1'
2" & 3" EXT
TI-0.125'SCAM HALF SIZE
I
ANY ANCHOR PER ANCHOR
SCHEDULE ® 18- O.C. EXI
GU
EMBED. 17 i�q (INTERIOR)
EDGE c € CC 3
DI
13 13
6.80'. (TYP.) i
(EXTERIOR)
III TO 2
iINSET
BUT'
PIECE
3/B"
1" HE
CC1 OTYPICAL OUTSIDE CORNER CLOSURE
DETAILS WO/CORNER POST
NTS
USE (1) BRASS PUSH LOCK OR (1)
5/16-18 UMB SCREW INTO THREADED
INSERT (31) 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
TYPICAL INSIDE CORNER CLOSURE
CC2 DETAILS WO/CORNER POST
NTS
THICK 6063-T6 ALUM.
. MIN. TO r. 5-MAK
MAY BE REVERSED)
PER ANCHOR
16- O.C.
GALVANIZED OR S.S. SMS,
(OUTSIDE)
SCHEDULE FOR
SPAN WHEN US
ZR 6.82 406 EI
jj I��IAA 1/q" 0R6.BSTAREI
4R IT MAX. WITH 230R 25
(21�61OxANGLE�ATCK W/
CORNER TOP B BOTTOM -AND
#1Ax1OAVR/ 1/2' GALVANIZED O
S.S. SMS 3/16°0ALUM. POP
BOLT h NUT/®18' 0 CHINE
SEE END IF
SCHEDULE M
SPAN WHEN NUN
zo, 4oA, bon oa
$ 1/4" Oa 6.0 STARTER
0%I I E�11 AX. WITH 21 OR 25.
y�l \ 10 10 US E OE MOSURE
ORL}�y{IIIII ` STARTER STRIP TO
20 PROWOE CLOSURE
FOR
BUILDING CONDIRONS
FASTEN STARTER STRIP
TO TRACK W/ (2) b10x1"
SCREWS AT CORNER, TOP
END STRIP DETAIL & BOTTOM.
I'-0. ANY TRACK W/SCREW
BOSSES.
EXISTING GLASS
USE5
INSIDE
()
rT
ISDryCg1(N��Z0IS TREADD
T52%"AN FROMSFAN
noF HIITTFR
SILL
f
s v (OUTSIDE)
USE (1) BOX LOCK AT 1/3
SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER
MULTIPLE SHUTTER ASSEMBLY
SCALE, 3" = V-0"
4!
2 FASTENERS
EACH ANGLE
T'x 2'x 1/6'
OR2"x2'x 1/8'
ALUM. ANGLE
TABLE A (co)
PRESS
MN AU=IAEI
IE�NG�NI
PIS,rrall0
NeV
62
13W
I8V
R
129'
1)f
B
119
IR'
92
119'
16P
102
110.
1W'
220
Iw'
Mr
Iw
9T
Gr
2w
eP
lir
3/16 RIVET OR 012 SMS
lb le.. O.C. OR 1/4-2Q
NUT & BOLT (TYP.1.
ALUM. WI E-
606}% ALLOY
SEE TABLE FOR SIZE
V x 2" x .093" 6063-T6
ALUM. ANGLE. TYP.
TUBE
TO ALLOY
aLE_A FOR SIZE.
I ALUM. POP
OR 012 SMS
O.C. ITYP.I
CC3 TYPICAL CORNER CLOSURE DETAILS
NTS
TABLE B (Du)
NES%IUVSAu0wn
LENGTH
PSF
212°A//B'
WfIN &0
3'Yi11 B'
will O
62
NT
166'
n
lar
lsr
92
0r
T
92
96'
U9
lox
90•
ur
1N
er
lrr
IS1
]9'
l0Y
\
3/16"0 ALUM. POP
RIVET OR 012 SMS
p IS O.C. (TYP.)
2 FASTENERS
EACH ANGLE
THREE 3/16"0 ALUM.
POP RIVETS OR
1171
THREE 012 SMS. TYP.
1"x2"x1/B"
OR2"x2"x1/B"
ALUM.ANGLE
USE MALE OR
FEMALE
LOCK -SLAT
ALTERNATE THRU BOLT L
Cl CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
GLASSOOR OR D
V'N
WG
Cl CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
EXISTING HOST
STRUCTURE
ANCHOR Si
-3" x 2' x
.090" 6063-T6
ALUM. TUBE TYP.
2"x5"x1/B"
x CONTINUOUS
ALUMINUM ANGLE
OPTIONAL ANGLE
ORIENTATION TYP.
` 012 x 1/2" GALVANIZED (OUTSIDE)
CC4 TYPICAL CORNER CLOSURE DETAILS OR B.S. ET. 3/16"0 ALUM. SIDE CLOSURE OPTIONS
POP RIVET. OR & NUT SCALE, 3" = T-0"
NTS MACHINE BOLT &NUT
Lm 19•• D.C.
BOLT
OR
\VI ^\J \ 1/4" MAx. FRO!
^ GUIDE TO BUS
r - WASHER ITYP.I
�If___j H� "SMS (m 9" D.C.
ANGLENGLE TO TUBE CONNECTION ON2" 125"
3E0. TGLUM. TUBE
5 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
Cb ALTERNATE BUILD OUT MOUNT SECTION
SCALE 3'= l'- 0"
GLASS
OR DOOR
BLOCK OR WOOD FRAMING
EE INSIDE SILL MOUNT SECTION
SCALE. 3'. V- 0"
9
Oj
as SPACING
5"MAX.
GLASS
Qw_
¢ GLASS
Cl CONNECTION TYPE
OR DOOR
�w OR DOOR
FwM}
w RCMAX
w SCHEDULE FOR
Fw ] SCHEDULE FOR MAX.
1®
SPACING
MN 3 ]
/2"
W4
3 YIN6;
M
GLA55 N� NQ
/2..
1/4"-20 TMRU BOLT
R�RAT
X
Qi¢ N14 >t 1/2'SMS@12"O.C.
<
ICz ZH
pEpT < t7 N
5 P 6 OR
OR
LOCK NUT P tt" O.C. OR
PER
£ H w 1- OR 3/16"0 ALUM. POP
TABLE ] Q y a
£ 0
OR
• 1/2^ SMS (012" O.C. E.S.
OR 3/16^0 ALUM, POP TABLE 2
u r RIVETS (p 6" O.C. OR 1/4"B
w
M
RIVETS @ 6- D.C. E.S.
x ALUM. POP RIVETS LA 12" O.C.
\ z
w 11 AND 3O
¢
QA55
1/4"0 ALUM. POP RIVETS /
C012" O.C. E.S.
ASSEMBLY
1/4" MAX. FROM PIN
MN
CID, ATON
09 AN136
/ 1/4"MAX. FROM PIN
GUIDE TO B SHING
1/2-TYP. ID To S ING
WASHER ITYP.)
PFft TABLE]
ASSEMBLY
WASHER(TYP.I w
GLASS
/
1/2' 1/2' TYP. EXISTING CONCRETE.
3 CONNECTION TYPE OR DOOR
e
BLOCK OR WOOD FRAMING
EGG f REFERENCE ANCHOR
s /
CONNECTION TYPE
DIS SCHEDULE FOR MAX.
w/
REFERENCE ANCHOR
SPACING
EDGE SCHEDULE FOR MAX.
OIS SPACING AS SHOWN
CONNECTION TYPE IN OIA4RAM ON PG. 9
_ w M
w �
(g OR
v3D 6
/ \
REFERENCE ANCHOR EXISTING CONCRETE,
SCHEDULE FOR MAX.� BLOCK OR WOOD FRAMING
SPACING. ALT. FASTENER Cl CONNECTION TYPE
LOCATION. FRONT AND REFERENCE ANCHOR
1/ •'
1/4" MAX FROM
BACK ANCHORS NOT REQ'D
O INSIDE MOUNT SECTION SCHEDULE FOR MAX.
PIN GUIDE TO
WITH THIS LOCATION
SPACING
5 CONNECRON TYPE
BUSHING WASHER
OINSIDE MOUNT SECTION
A
REFERENCE ANCHOR
FOR MAX
ITYP I
SCALE . 3"= T- 0"
EXISTING CONCRETE.
SCHEDULE
SPACING
/
BLOCK OR WOOD FRAMI EMBED.
/
CO BUILD OUT MOUNT SECTION
—�/ TYP. BOTTOM
EXISTING CONCRETE, SCALE.
3^=V-0"
BLOCK OR WOOD FRAMING
NOTE: FOR DETAILS A, B, D, AND E ON THIS SHEET.
THE BASE TRACK MAY BE INSTALLED IN SECTIONS
A (MINIMUM OF TWO SETI5 OE ANCHORS AND IS
HAS
MINIMUM OF 12- LONG. THE SILL OR CEILING TRACK
USED WITH THE BASE TRACK MUST BE CONTINUOUS
OVER THE GAPS BETWEEN SECTIONS.
Fw
GLASS
w
F j
sO^
OR DOOR
Nec6
13
w
R12 K 1/2^ SMS (O 12"
iEPPAAT
x
z W
¢ 1-5 W
D.C. OR 3/16"0 ALUM.
POi
M
O N Q
fw]
POP RIVETS@6^O.C.
TABLE2
>t
ort
OR1/4"B ALUM. POP
<
¢<
nN D.ass
3 sFovm
RIVETS @12"D.C.
£
Cs
M
SEPMARCN
PFgTPBLE2
2 0 21a-
a ¢Q
QANDQ
1/4-20 S.S. MACHINE
¢
1/4"MA%. FROM PIN
SCREW b NUT Lm
£ wN
ASSEMBLY
1/ "
1/2"
GUIDE
TO BUSHING
12" O.C.
YP. WASHER
(TYP.)
GLASS
OR DOOR
1/4" MAX. FROM PIN
4 CONNECTION TYP
GUIDE TO BUSHING
REFERENCE AN[HO
a
5 b £
WASHER ITYP.1
E0G
SCHEDULE FOR MA
EXISTING CONCRETE,
IS
IN SHOW
SPACING
SON
i
BLOCK OR WOOD
EXISTING CONCRETE.
4 CONNECTION TYPE N DIAGRAM PG
FRAMING BLOCK OR WOOD FRAMING
REFERENCE ANCHOR
OR
R
SCHEDULE FOR MAX.
• • 1/4" CONT.
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la
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REFERENCE ANCHOR
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AY BE REVERSED
SCHEDULE FOR MAX.
POP RIVETS @ 6" O.C.
BACK ANCHORS NOT REQ'0
SHOWN DASHED(
SPACING
OR 1/4"0 ALUM. POP
WITH THIS LOCATION
Op WALL MOUNT SECTION
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O CEILING / INSIDE MOUNT SECTION
SCALE, 3"= T- 0^
SCALE:
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sTUGS FOR TRACK TO 1" x 4"
PLYWOOD & TUBE CONNECTION
STUCCO FINIS T' x 4" 125"
6063-T6 ALUM. TUBE
-------------
THIS DETAIL TO BE USED WHEN STUD SPACING
EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING.
O WALL MOUNT SECTION THIS DEBETAIL MAY
: 3"= 1'• ALSO USED
SCALE -0 AT TOP
OR
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SCALE, 3"= T- 0"
ACCORDION -
PER O w
PER PRODUCT APPROVAL F o —GLASS I- °
H IMN 6LA55 OR DOOR r
t 6EPARANW 13 £ u N pERTABLE2 N
APPLI('ABLE RT TOP 2
AND/OR BOTTOM Q A Q 0
2. £ N £ N
1/2^
2" x 3" x K' x CONTINUOUS OR
2' x P x W x CONTINUOUS
OO WALL MOUNT SILL DETAIL
SCALE : 3-= 1'_ 0'
EXISTING WOOD (G=0.421
TRUSS OR RAFTER
0 24" MAX. O.C. �
8 6 1/4" MAX. FROM PIN GUIDE 2• x S" x 1/0' 6063-T6
T I BUSHING WASHER (TYP.) ALUM. ANGLE W/ THREE
1/4" TILE ITYP.1 1/4"0 WOOD LAG
HOST STIIUCNRE WITH
AND 9' O.C. FOR THE BALANCE
Y1'O ELLO ULTRACONS AT
EXISTING CONCRETE HOST
3° FROM ENDS AND 4' O.C.
2-1/2" MIN.
STRUCTURE (30DO PSI MIN)
FOR BALANCE WITH IYF"
MIN EMBEDMENT AND 2Y,'
MAX. DESIGN LOAD AT 510°MAX SPAN:
EXISTING CONCRETE,
MIN EDGE DISTANCE,
362 P.S.F.
HOLLOW BLOCK OR
STAGGERED WITH 3' MIN.
MAX. DESIGN LOAD AT 6%0'MAX SPAN:
WOOD FRAMING. SEE
SPACING, M.
a 52 P.S.F.
ANCHOR SCHED.
BASED ON TYPE DF.)
MOUNT STRUCTURE
Ha
NT
S[AIE: NTS
SCALE,
FINISH MATERIAL SCREWS WITH 2-3/4
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Cm EACH RAFTER OF TRUSS,
OR 5/16"0 A325 GRADE THRU BOLT @ 12" 0.C. 24" D.C. MAX. WHERE
GALV. OR G.E. ANGLE EXTENDS BEYOND
�— 1/4"0 ELCO ULTRACON TO CONCRETE/EMU LAST TRUSS MORE THAN
5" O.C. W/1-1/4' MIN. EMB. 6". EXTEND ANGLE TO
OR 1/4"0 LAG SCREW @ 9" O.C. W/1-7/9" NEXT TRUSS.
MIN. EMB. IN WOOD SG=0.42. TO 0.55.
. 2' x 5" z
ALUM. ANGLEGLE (6063 (6063-T6)
(MAX. DESIGN LOAD A 72 P.S.F.)
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8 N.T.S. EXTERIOR ELEV
0.12E'
0.032"
0.196'
45•
0.032'
29 LIGHT-N-VIEW WINDOW
N.T.S. SABIC PLASTICS SLX143LT-ULi411B
ROUND WINDOW
ASSEMBLY
d
0
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8 N.T.S. EXTERIOR ELEV
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MAX
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DESIGN SCHEDULE
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ALLOW BEW UBE
NUMBER OF
NUMBER OF
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TUBE
SHUTTER
WAN
THRU43 U
ANCHORS PER
ANGLE
LENGTH
SVE
SPAN
TOP
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TOP I BOTTOM
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2. USE E BEAMR2'xfi°0EMi5.
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DUMBEAM
MDBE USED 4. TOP B. BOTTOM BEAMS MAY BE USED TOGET COMBINATION WITH OTHER
&BOTTOM
HER, B A NP BEAM SPANS.
CONNECTION DETAILS. WHERE USED TOGETHER, OEAM MUST BE LIMBED
5. SPAN TUBES MAYBE USEDINq MID -SPAN A
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ro
-HAVE TOP
THENGLE MID -SPAN SMALL HAVETOPBEAMAKEN TfONE(1UMOFTNGSPANS,ABOVEA
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ABOVE AND BELOW THE BEAM.].
ALL BEAMS AND ANTGLES TOE
BE 6063-T6 ALUMINUM.
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r
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LO
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Soanz
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Soanz UD
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CI C2 C3 U C5
1/4'IiW TAProNOR ELM
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EMBED(3192pi HEN ODIC)
43
l .
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15.0"
Ifi.O" 1
6.0'
I6.0"
40'
1J.0'
16.0"
160"
9.5"
5.5'
0.5'
t45"
5J
6E
]0
16.0"
56.0"
i6_0"
16.0"
16.0"
1).0'
t .
8.5"
).O"
16.W
I2.5" ISM'
11.0' 16.0"
I6.0'
fE.O"
ZP'
10.5"
16.tl'
I5.0"
>.5"
4.5"
].5"
I6.W
9.5'
S.5"
S.S'
15.0"
ISA"
).5"
4.5"
].5"
10.5'
I5.5"
9.0`
5.0°
).5"
ILS"
IS.tl'
).S"
4.5"
7
10.5
_
300
15.0"
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as.
J.5" 10.5"
15.0-
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4.9^
).5"
10.5"
IS.W
LS"
4.5"
L5"
10S
1/4'MILLENIUM MILLFAST
WITH t-3/4' EMBFD (3i]Spzl
MIN CONCRETE)
43
16A"
16.0"
15.0"
I6.0"
16.0"
16.0"
16.0"
9A"
13.S"
16.C"
16A"
8.S"
S.5"
9.0"
13.5"
53
16.0"
16.0"
11.0"
11.0"
16.0"
16.0.
11.0'
).0"
10.s"
16.0"
13.s"
).D"
45"
J.5"
].5"
9.5"
9.5"
62
I6.0"
I5.O"
8.5"
33.0'
I6.0"
16.0-
8.5"
5.5-
9.P
13.5
13.5"
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9.S
JO
L&GE,
13.0"
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16.0'
14.0"
J.0"
4.5"
8.0"
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).0"
4.5"
).5"
9.5"
115"
).0"
4.5"
).5"
9.5"
13.5-
J.0"
4.5"
T.5"
).0'
_.__9.5"
25"
9.5"
114' LILOCRETEFLEX554
W/ 2- EMBED (l3SOPEI MIN
43
16.0"
15.0"
I6.0`
I6.0"
36.0"
16.0-
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16.0'
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12.5-
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I3.0-
16.0-
53
36.0-
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16.0.
16.0'
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16.0.
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16.0'
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10.0"
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5"
6.5"
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14.0.
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11.5"
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WITH E-wl
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1-3/4' EMBED(32)SPO
MIN CONCRETE)
1'
MIN EDGE
DISTANCE
CI
U
C3
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CI
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C4
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Cl
C2
Cl G Cl
43
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8.0"
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56.0"16.0"
5.0"
5.5"
16.0'
16.0"
9.0"
3.0" 4.0"1n.0"UITRAWH
53
16.0"5.5"
6.5^36.0"
16.0'
12.0"
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30.0"EMBED(3192,1
62
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53
1604_5"
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14.5"
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10.0"
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3.5
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13.0"
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5A"
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16.0"
10.5"
5.5"
5.5"
J.5"
62
16
6.0"
9.0"l6A"
13.5"
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4.0"
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31.5"
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53
62
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11.0"
fi.5'
5.0"
0.0"
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16.0"
16.0'
12.5"
8.5"
6.5"
6.5"
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35.5
10.0"
10.0'
10.0"
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5.0"
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26.0"
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4.5"
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43
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16.0"
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36_0"
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16.0"
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11.0"
0.5"
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5.5'
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9.5"
16.0"
53
16.0"
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16.0"
16.0"
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16.0-
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9.5"
70
16.0"
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16.0"
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6.0' 10.0'
13.tl'
16.0"
6.5"
5.5"
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16.0"
8.5"
5.5" 9.5"
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CONC)
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DISTANCE
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43
53
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16.0"
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33.5"
16.0"
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5.0"
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15.0"
10.0'
6.5
100
11.T'
6,0"
1 4.0"
7.0"
1 BA"
1 .6_
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8.0"
11.5"
6.0"
4.0"
7.0"
8.0"
1/4-POWERS IS DROP IN
W/I/4-20 SS EOLT AND
I- EMBED(3000,. MIN
CONC)
CI
C2
U
G
C5
l/2 MEN
CS U
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U
U
CS
CI
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C3
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43
16.0"
16.0"
15A"
16.0"
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9.0"
ll.5"
Ib.tl'
15.0"
7.5"
5.0"
9.0"
13.0'
53
I6.0"
16.0"
10.5'
15.0"
16.0"
16.0" I0.0"
6.5"
10.5"
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RV
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16.0"
13.0°
8.0"
13.5"
16.0'
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16.0"
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11.0'
160"
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4.5"
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9.5'
12.0'
6.0"
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7.5"
B.S
100
12.0"
6.0'
4.0"
7.5"
8.5"
12.9"' 6.0-
1 4.0"
1 7.5"
8.5"
I2.0',
6.0"
4.0"
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8.5"
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T MIN EDGE
DISTANCE
Cl
U
C3
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CS
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Cl
U
U
Cl
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CA
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(2000p:NIN ECRO)TW/2
43
16.0"
I6.0"
1L5
14.0'
6 !"16.0"
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10.0"
VIEW
16.P
9.0"
4.5-
6.5"
5.5"
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10.0"62
53
I6.W
16E
8.5"
11.0"
16.0" 11.5"5.5"
8.0"
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3.5"
16.0"
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9.5"
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16.0"
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3.5"
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10.0"
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3.5"
5.5"
10.0'
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INSERT W/ 2.5'
MIN CONC)
43
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ME
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14.0"
MW
36.0"
31.5"
6.0"
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16R'ARMOR
13.0"EMBED(2000"
53
ISE
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12.0"
16.0"
6.0"I I5.0"
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16.D"
9.0"
5.0"
0.0'
62
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13.5^
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9.5`
16.9'
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9.0°
5.0"
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13.W
10
16.0"
16.0"
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B.5"
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9.0"
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8.0-
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9.0"
5.0"B.0"16.0'I
9.0"
5.0"
0.0"
13.0"
I6.0"
9.0"
5.0"
8.0"
13.0"
B COMBINATION
I Ifs/
Y+5 T p
g /�0 COMBINATION
O
NS HYPll
2NSTYP.
NOTE, 'S" INDICATES ANCHOR SCHEDULE SPACING.
SPACING DIAGRAM FOR 02 & C4 CONNECTION TYPE
- C2 CONNECTION TYPE USING PIECE 09 WITH OUTSIDE
ANCHORS ONLY
OUTSIDEEANCHNORS TYPE USING PIECE ® WITH
ANCHOR NOTES:
1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING
LIMITED TO THO E SHOWNN T�ABLRE S I S 1). SPECIFIC LOADS MUST BE
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,
ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR
THAN T EQUALTO DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER
3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
4. EXISTNG STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE
BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER
ANCHOR TY%GASED ON TYPE OF EXISTING STRUCTURE AND APPROPRUR E
CONNERION. PE. SEE CONNECTION DETAILS MR IDENTIFICATION OF
CONNECTION TYPE.
S. ALL CONCRETE ANCHORS SHALL SE 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.
] WARY HELD EXISTING STRUCTURE
FAEITENERS ARINTO R WOOD EQUATE WOOD CONDITIONS
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" TMIN.1 WOOD STUD. J 4'
EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHA
HAVE PHILLIPS PAN HEAD OR HEX HEAD.
It!
al
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Ili obggpP'i
£G
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8�
9. BASE ANCHOR ANDS MAY HAVE EITHER A PAAOF N HEAD TRUSS HEAD, OR WAFNGAGEMENT OF ER IN
HEAD (SIDEWALK BOLT), U.O.N.
® DESIGNATES ANCHOR CONDITIONS WHICH ME NOT ACCEPTABLE USES.
• DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
a@ E
•�P
NITS OR WASHER WINGS".
p1M+MflWlYL NNW
11. MINIMUM CONCRETE STRENGTHS ME AS INDICATED IN ANCHOR SCMEDUIE.
IS4999
12, URRL IANCHORING
TO HOLLOW OLOCKNOR SH06W IMPACT DRILLS BE USED M INSAU-
CONCRETE SCREWSTO HOLLOW BLOCK
wuX
FADe D6sLNPDpn:
9
NLfj
=g
O
ANCHOR
LOAD
(p5N
2J116- MIN EDGE DISTANCE
Soans 00 To6'-0" sm, UD TO B'-3" Soans Up To 13Up
C1 CWN lTVff4 CS CI C3mNC3 fA CS CI NQTVff-0"
G CS
34/8- MIN EDGE DISTANCE
Spa
CONN
Cl C2
ONN To6'-0"
TY9E
CI G CS
Soans
CONC3I
Cl C3
Up To6'-3"
C3 C9 CS
Soans
COXC3I
Cl C2
To
ANWE'-0"
CI
CO I CS
5/16'ITW TATCON XL WITH
43
I6.0"
16.0"
16.0"
.D"
16.0"
I6.0"112.0"
16.0`
16.W'
16.0"
11.0"1 ].0.
12.0"
16.0.
16.0"
16.0"
16.0"
16.0"
16.0"
I6.0"
E6.0"
12.5"
16.0"
16.0
16.0"
11.5"
).5"
13.0"
16,0"
1-3/4' EMBED (2899g1 MIN
53
IG.0°
16,0"
14.0"
A"
16.0"
H.T. GA"
14.0"
16.tl'
16.0`
9.0.1 6.0.
10.0"
12.5"
16.0'
16.0"
14.5
16.D'
15.0"
16A`
15A`
9.0"
14.5
I6.0"
16.0"
9.5"
6.0"
I0.5"
13.0'
CONC)
62
16.tl'
16.T
11.5"
6.0"
16.0"
11.5". ].5"
I1.0.
16,tl'
16.0"
9.0" 6.0"
10.0"
12.5'
I6.0"
I6.0"
ILS"
16.U"
IG.W'
16.0"
11.5`
].5"
13.0"
16.U"
16.0"
9.5"
6.0"
10.5"
13.0"
)0
ISA"
15.5'
9.5
L0.5"
14.0"
16.0"
9.5"
6.0"
10,5"
13.0"
]OD
36p"
9.0'
6.0
2.5"
160•
9.0-
6.0"
10.0-
I2.S'
I6.0'
9A- 6.0"
10.0"
12.5
16.0"
_"
9.S
6.0"
10.7
13.0"
16.0"
9.5"
6.0
10.5
13.0"
16.0"9.5"
6.0"
10.5"
U.05/36-ELXO
ULTMCON WRH
(3500ps1 MIN
43
160"
16A"
16.0"
6.0"
JU
I6A-
16A"
13.5
I6.O"
36.0"
16A"
12.9- O.W'
13.5"
16A"
I3.S'
16A'
16.0"
16.0"
16.0"
LIZ'
16D"
16.0"
16.0"
I6.P
I6.0"
16A"
16.0"
16.0`
16.0"
15.0"
11.0"
16.0'
I6.0"
16.0"
I6.0"
16A"
16.0"
13.0"
W.5"
9_D'
].5"
15_0"
13.5"
16.0"i-3/9'EMBED
lS0"
S3
16.0"
16.0"
16.0"
6.0"
16.0"
IS.S'
10.0"
I6.0"
I6.0"
Ifi.O"
9.5" 6.5"
ILS"
CONC)
62
16.0"
36.0-
I2.5"
6.0"
I6.0"
ILO'
6.0"
I9.0-
16.0.
16.0`
9.5' 6.5"
II.S"
13.5'
16.W'
16.0"
14.D"
36.0"
16.0"
16.0"
36.0"
Ifi.O"
13.5"
1L0"
9.0"
).5"
15.0"
1J.0"
16.0"
16.0"
16.0"
16.0'
10.5"
10.5"
TS'
].S
12.5"
13.5"
15.0"
15.0'100
]0
I6.V
I6.0°
10.5°
6.0"
16.0"
10.0"
).0'
12.0"
11.5"
I6.0"
9.5' 65°
I1.5'
13.5'
16.0"
I6.0"
11.5"
16.0'
I6.0"
9.5"
GS"
3.5"
16.0"
9.5"
6.5"
ILS"
13.5.
16A"
9.5' 6.5"
1L5"
13.5"
16.0"
10.5".
].5"
12.G"
15.0"
16.0"
10,5"
].5"
12.5"
15.0"
16.0"
10.5"
7.r
12.5"
15.0"
L/4'304 SS PoWM TAPPER
'
C
1.1/2`
MIN
EDGE
DISTANCE
3-MIN
EWE
DISTANCE
Cl
C
Cl
Cl
_
MIN
24
41V/tC]/9EMOED(ypOp9
0
5
I16]C..Dp
9T0
19)4C"
865C...0003
3982C..A.500
I1II66C..5
000
)66Q
866CA...055
1_BO1lS5
.55
53
19.0
0
11JC1,.9051I66C..3
00""
"
'
62
ILS
6.5"
1C.40"
6.S0'
3C.02
3C.04
I66C..00
..5S" '
9O4CS..003`
ID
9.5
TV
30
3.0"
9.0•
I6.V'
10.5"
6.5"
10.0" 16.0"
12.5"
6.5°
4.0"
).0"
9.0"
R,P'
6.0"
4.0-
6.S'
0.5"
100
6.0"
3.0"
3.0"
4.0'
6.0"
3.0"
3.0"
6.0"
3.0"
].0"
9.0"
12.0"
6.0"
4.0"
6.5" O.5'
L2.0"
6.0"
4.0"
6.5"
0.5"
13.0"
6.0"
4.0'
6.5"
B.5"
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
V MIN EDGE DITFANCE
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gm
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gm_�mmmm
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m
9 IN
10
mmmm
EWA
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mmmm mmmmm
mmmmm
mmmmmmm
�mmmmm
mmmmmmmmmmm
mmmmmmmmmmmmmm
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SWERM/ % :' % ///
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ANCHOR NOTES: SEE SNEET
9 F00. AN0100. NOTES.