HomeMy WebLinkAboutProduct Approval (Storm Shutters).C'1U11LLU DL111Q111j (-Oae uriane
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Product A
Professib 'al E.R: Public Approval
oval
heg�liaf_iofl
Produce Approval Menu > Product or Aoolintion Search > Aoolicatlon List > application Detail
FL;- FL12856-PS
Application Type Revision
Code Version 2014
Application Status Approved r
Comments filmf
r'
Archived
CGP,
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft. Lauderdale, FL 33309
(954) 493-8551 r .
tomj@tc-alum.com
Authorized Signature Frank Bernardo �1
frank@engexp.com r'
Technical Representative Thomas B. Johnston
Address/Phone/Emaii 400 west McNab Rd.
Ft. Lauderdale, FL 33309 _
(954) 970-9999
tomj@tc-alum,com m�
Quality Assurance Representative�o+
Address/Phone/Email 0
Category Shutters
Subcategory "E
Storm Panels - • - •.- „ . -
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
2:1 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Frank I. Bernardo
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By ORLANDO L. BLANCO, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL12856 PS COi Indeo')Ddf
FL12856 R5 COI Indeo 3 odf
FL12655 R5 COI Inds❑ 4 odf
FL12356 RS COI Indeo odf
Standard
Year
ASTM E1886
2002
ASTM E1996
2002
ASTM E1996
2012
ASTM E330
2002
TAS 201
1-994
TAS 202
1994
TAS 203
1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvnDgvEml f WvK4b.
7/23/201 5
Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Florida Licensed Professional Engineer or Architect
FL12856 R5 Eauiv Eauiv 2 orl`
FL12856 RS Eouiv Eauiv 3 odf
FL12856 RS Eauiv Eauly a odf
1`1__12856 P,5 Eauiv Eouiv ad`
Method 1 Option D
04/28/2015
04/29/2015
05/04/2015
06/22/2015
FL # I Model, Number or Name
12856.1 10.050" Aluminum Storm Panel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Shutter meets requirements for "Wind Zone 4" and
Missile Level "D" as defined in ASTM E1996. See installation
instructions for specific Design Pressure Ratings by size,
additional use limitations and installation instructions.
12856.2 I "Safety Edge" Storm Panels
Limits of use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +54/-54
Other: This product is not valid for use within the HVHZ.
See Evaluation Report and engineering drawing for
additional limitations and conditions of use.
12856.3 124oa Steel Storm Panel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +500/-100
Other: This product is not valid for use within the HVHZ or
Wind Zone 4. See Evaluation Report and engineering
drawing for additional limitations and conditions of use.
12856.4 I Aluminum Hinged Storm Panel
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Shutter
Missile Le el"D" as defin requirements "Wind in AST E1996.See installation
instructions for specific Design Pressure Ratings by size,
additional use limitations and installation instructions.
Description
0.050" Aluminum Storm Panel with Optional Clear Panels
Installation Instructions
_M 12856 RS Ir Dwc odf
Verified By: Frank L. Bennardo, P.E. PE0046549
Created by Independent Third Party: Yes
Evaluation Reports
FL12856 R5 AE Eval.odf
Created by Independent Third Party: Yes
"Safety Edge" Storm Panels, 28ga (0.018"") Steel, 0.022"
Alum (Perf and Non-Perf), Clear Polycarb (Full and Half)
Installation Instructions
FL12856 R5 II Dwo 2 odf
Verified By: Frank L. Bennardo, P.E. PE0046549
Created by Independent Third Party: Yes
Evaluation Reports
FL12856 RS AE Eva! 2.odf
Created by Independent Third Party: Yes
24oa (0.0232") Steel Storm Panel with Optional Clear Panels
installation Instructions
FL12856 R5 II Dwa 3.odf
Verified By: Frank L. Bennardo, P,E. PE0046549
Created by Independent Third Party: Yes
Evaluation Reports
FL12856 R5 AE Eval 3 odf
Created by Independent Third Party: Yes
.030" Aluminum Non -Porous Hinged Storm Panel
Installation Instructions
FL12856 R5 IT Dwo a odf
Verified By: Frank L. Bennardo, P.E. PE0046549
Created by Independent Third Party: Yes
Evaluation Reports
FL128S6 RS AE EvaI 4.odf
Created by Independent Third Party: Yes
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Contact us ;: 1940 Nosh Monroe St---K. TallahasaLs FL 32399
Phone; SSA a-a87-1824
The State of Florida is an AA/EEo employer. Cdovriaht 200--2 013 S•zce of Florid ;; oriyaCV etzt=ment :: A ce55ibiliN o
Under Florida law, e p y—'----- —4 - Statement ;; Rafund StatemPn
mall addresses are public records. if ou do not vrant your e-mail address released in response to a public -records request, Uo not send
electronic mail M this entity, Instead, contact the Oice by phone or by traditional mall. if you have any questions, please contact 850.a87.1395. 'Pursuant to
1, UA1U.111g �,uuc vruine
Page 3 of 3
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it
they have one. The emalls provided may be used for official communication vilth the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click he_r-
Product Approval Accepts:
0 Fig—F gce`cc_ EM
sctyrit•, �:rntres�
http://www.floridabuildino,.or-/pr/pr app_dtl.aspx?param=wGEVXQwtDgcrEmlfWvK4b... 7/23/2015
24GA
STEEL STORM PANEL
FOR USE
OUTSIDE THE I-IVHZ & WIND ZONE 4
'>t`
UNLIMITED Vno-Rl
—(PERP.
'
TO PANEL SPAN)
- p
12" MAX. ON CENTER PANEL
=
7M.6
ATTACHMENT TO MOUNTING _
HARDWARE OR DIRECT MOUNT.
N
KEYI MOLE PUNCH DETAIL
ALTERNATIVE HOLE DIA. OF
5/0" IS ACCEPTABLE.
NOTE: TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF
OPEIBNG, MOUIITIIIG HARDWARE MUST BE ROLL -FORMED TO THE RADIUS -
NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVT: SI IAPES IS ALLOW63.
TYPICAL ELEVATION WITH
1�1 STEEL'PANELS ONLY
Ifl.T.S. EXTERIOR CLEV
ERAL NOTES
q
HURRICANE PROTECTION
, BUILDING CODE
I711E IIIGI I
LOAD DURATION
MINED PER
NED IN
ILL BE LESS THAN
4ULY AS Sl10WN.
ETY FACTOR.
WIND ZONES 1-3
L FORSITE
:NIITECTSHALL
BE USED IN
IPPRDVAL
SEE) LOADS.
)S TO THE
ESS 0.0232".
MINUM ALLOY, UNLESS NOTED OTHERWISE. All. TOLERANCES SIIALL DE IN
TNTCRCIIANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED
W ITN LABELS SpACi;O NOT MORE THAN EVERY TI IREE LINEAL FEET PER PANEL
O
Olt 2024-TG ALUMINUM
ERIALS TO PREVENT
SI IALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE.
TABLE 1
ALLOWABLE SPAN SCI IEOULE (STEEL
PANCLSONLY)
PANEL
SPAN
ALLOWABLE DESIGN
PRESsuRE
120"
+35.0 PSF
-33.0 PSF
114"
_+39.2PSF_
-41.1PSF
100"
+44.2 PSF
-44JPSF
16G"
+4G.0 PSF-
_•f0.0 PSF
102,
+40.7 PSF
_
-49.7PSF
us,
_+_GG.1 PSF
-50.1 PSF__
0D"
+G3.D PSF
-63.9PSF
01"
t 73.4 PSF
=73A PSF
_
70"
+05.2 PSF
-05,2 PSF
72" —
.t 700.0 PSF
_
-100.0 PSF
MAX PANEL SPAN
PERTABLE 1
TABLE L MOTES:
LINEAR INTERPOLATION
BETWEEN SHUTTER SPANS IS
NOT PERMITTED. FOR SPANS
OCTWEEN THOSE INDICATED
ABOVE, THF: DESIGN PRESSURES
FOR THE NEXT NIGHER SPAN
SI IALL BE USED.
DESIGN PRESSURES NOTED
IM TABLE 1 APPLY TO ALL
MOUNTING AND ANCHORAGE
CONDITIONS AND SHALL NOT W.
EXCEEDED.
I9N
=w
O
• i i-
z
om
n
10 OPTIONAL HORIZONTAL MOUNT
j N.T.S. EXTERIOR ELEV
a
12.00` (COVERAGE:)
1-2.02`-1 1-2.02•-1
0
--14.375• (TOTAL WIDTH)-
0 STEEL STORM PANEL
@"H"HEADER
2.250•'-I
-1- �
h N
N (0.375 I-
-1- I D.06z•- -
0.062•-j�-2.0G`-
@11U" HEADER
l_ 1", 2"
OR 3° .090° r0.315"
•� .100^-� I- I/4r20 SQ /HEX
0
HEAD DOCf STUDS
N-n.006" W/WINGNUIS
SPACED AT 12" OC
@BUILD -OUT' f-" TRACK
-
0.44"
rn
rn _ _
0.25"
D.os"-lI-
m11AC3 -0.25"
ralm '
@WASHER WINGNUT
11011-RECESSED TUT
SURFACE TYPE WILY
6,00° (COVERAGE) --
1-2.02"-1
-- 0.0232'
IN �{
0.332' HALF PANEL {
la STEEL HALF STORM PANEL
110TE1 IIAIF STORK PAIIEL SHALL ONLY OE USED AS 141
EIIII PRIMTO CLOSE •DIE OENAIOIIIG OPEIIIfIG 711AT
HAY OE LESS TI IAII FULL PANEL 11110111
(-MAX. 5.230`
0.12D"
n
0.094"
A- L "o-101""- -
.i
"I
1/4-2DX3/4 K14URLED STUDS W
W114GNIITS SPACED AT I2" O.C.
(DIRECTION MAY RE REVERSED
-t-
z
h N � 0.125"
1.000` 1--2°, 3°, 4^ OR i°-1
3a BUILD -OUT "U" HEADER @STUD ANGLE
SEE C01PONENT IIDTES
D.370'
0.100` 11� 0.315' /O
I
0.3
I V �I/4-20SQJIIEX
0.090" I� HEAD DOLT STUDS
11 W/ WINGNUTS
(T)'P) SPACED AT 12" OC
@"F"TRACK
r 0.125"
Tq1.
o.5G3"
hrD,313"
1�11111111111�-I
-t d10=_F nCb.J IIII�
(0 0.09D"
°a TYP. MEAD
SQ./HEX
I , MEAD DOLTSTUDS
)-- :DOD" y W/ WINGNUTS
SPACED AT IX'OC
(LEG DIRECTION
14" BE REVERSED)
IIa "F"ANGLE TRACK
COMPONENT NOTES
ANC ]OR HEADS 14UST NOT INTERFERE Willi INSTALLATIDII OF
THE PANEL. T1IE FIRSTA14D LASTANCHOR 1N ALLTRACICS SHALL
DE 114STALLED WITHIN 711E FIRST 3' AND LAST 3", RESPECIIVELY.
INSTALL ALL ANCHORS PER TI IE REQUIREMENTS LISTED 114 Till
ANCHOR SCI IEOULE,
10 KEYHOLE WASHER 11 1/A-20 S IiEX
20 rn, GAIN. STEEL (t=.03O� (-IEAp BOLT
MADE 40 RR MOW ALIM
ALIAT L3004-1134)
Tl'P
Y• -
Tn .
12` PANEL COVERAGE FINE
15 1/4" MAX TOTAL PANEL WIDTH
1b POLYCARBONATESTORM PANEL
/ 1/4-20X3/41CNURLED
STUDS W/ WINGNUTS
SPACED AT I2'O.C.
0.091°-il (DIRECTION HAY OE
REVERSED)
-I-
h 1'y
.i I 0.091°
1.000 1 1.11NIMUI4,1
2" LEG
4a STUD ANGLE
SEE COIIPONDIT NMES
4" 1
O.IZ" I
_I-
@TUBE
-IlNllllll��-
T CI{lllll-
12 1/4-20 316 SS MAcuiNE 13
BOLT W/NUT SDS SMS SCREW
1/4-2OX3/4 KNURLED
SKIDS W/ WINGNUTS
SPACED AT 12" O.C.
0.091"-f
(DIRECTION MAY BE
I-
l) REVERSED)
-I-
z
.iN I
r0.091"
1.000"
I-�1.1IN114UI4
.632" LEG
Ab STUD ANGLE
SEE. COUPOIIENT NOTES
-„-0.125•
iq 0.125"
_I- .��
I 2" 3" 4"OR 5"-I
@ANGLE
�I1111A11N11NIIW
14 1 4-20
SIDEWALK BOLT
011lillllllD
15 i 4-20
TRUSS HEAD BOLT
REOIIIRES 115E OF REY1101E 1YASIIER
III DIRECT MOUNT APPLICATIONS
.d rd
a�5�3 x
o HA
'0111 ..
a
14-2031
EXISTING
}LOST
CONNECTION TYPE C2
ANCHOR PER ANCHOR
SCHEDULE
0.327"
rl ti<. O
lu
L
I a
In �
III
GIASS SEPARATION-/
NOT RCQUIRED
@"H" MOUNTSECTION
GLAS
NO
EXISTING
HOST
CONNECTION TYPE C2
- ANCHOR PER ANCHOR
SCIICDULI:
t8t14 r t•b1X y" MAX
o �
ul
Il u' iI
GLASS SE ARATIOPI l—
NOT REQUIRED �f
@BUILD -OUT "U" MOUNT SECTION
ALT. LEG DIRECTION GLASS SEPARATION
CONNECTION TYPE C3 NOT RCQUIRED
ANCHOR PER ANCHOR
SCHEDULE
__ EXISTING ;.k-• i r":.�_, ,.(. ��':�t
/ - HOST 2
," I (n 'Z ]/•I-2nx]/a STRUCTURE- 0.•
MAXIA
��j �= LL I(HURLED �n�o AX
o �� Et•IOED.° j Ib /•"�, n / Sa
STUDS SPACED
12" D.C. MAX
0.437"
1 •w c-� .. MAX
.� EXISTING
}HOST CONNECTION EC3
CONNCCTION TYPE C3 CONNECTION TYPC• Cl
ANCPIOR PER APICFIOR -STRl1CTUltf• AN
CH
OR PEII ANCHOR
SCHEDULE- ANCHOR PER APICHOR SCHEDULE
-SCI�IEDULE
@STUD ANGLE WALL MOUNT SECTION @.BUILD -OUT "F" TRACK SECTION
CONNECTION TYPE C2 EDGE ;+
EXISTING ANCHOR PER ANCI TOR EXISTING DIST. 1; CONNECTION TYPE C4
HOST 06l% '' SCHEDULE HOST O -SCHEDULE
EDULEER MICII012
STRUCTURE O.G2S"� '� � SfItULTUR[, w / i
_ m
t•
Bt•fOED/. '�1} 11 I- Eli Q
/�a/libgr4flg) O J Q MAX
U u z
To
625'
R vl
i
1 In Ib
ALT. LEG DUUTCROn
CONNECTION TYPE C2 ANCHOR PER ANCHOR GLASS SEPARATION- SCHEDULE NOT REQUIRED
@11F" TRACT( MOUNT SECTION
GLASS SEPARATII
NOT REQUIRED
@TRAP "U" HEADER SECTION
mum,. mangRw, Y.E.
CONPIECTIOPI TYPE C7. 1�lIICUI11n0��1 ,
rffi/ANCHOR PER ANCI TOR\SCHEDULE ,p \0137" I7 @12"oC.1,1 \� .EXISTINGLIIOS7 `- .Y, MAX �:u'aUCfURE`I' �SLI C 'i rP:
/ Y,1 ILLI1R.fjIJl({I31^'ll
'I'll"
a�zuo
•r::: 11 y L n7 w
ALT. LEG DIIIf:CTIONu` 11 L— U.I 9 3 R m
CO1NF.CTION TYPEC3
ANCHOR PER A}ICHOR GLASS SEPARATION U1 W x 3 "t
SCHEDULE NOT REQUIRED w
D
@ALT. BUILD -OUT "U" MOUNT SECTION `
M
IA
m
GLASS SEPAMTIOPI
nor REQUIRrD Ii
ir
„ z
EXISTING
}HOST
STRUCTURE
- ELanED.:° J z
CONNECTION TYPE C3 a
ANCIIDR PER ANC110R SCHEOIILE. ", �' �
FASTEN 0 6" O.C. OR 12" O.C., RUE 00 aG
NOT EXCEED ANCHOR SCHEDULE
SPACING. KEYHOLE WASHER REQUIRED M.
IF ANCHORED WITH TRUSS HEAD BOLT.
@DIRECT MOUNT SECTION
a
GLASS SEPARATION_ L g
NOT REQUIRED
LEG DIRECTION MAY •
BE R[VERSED�
8 4
a
CONNEEMON-YPE C4
ANCIIOR PERANCHOR
s;
EDGE :`
DIST•
commuRotxLeOAWNOP.E.',
14'209I.
SCHEDULE
scnLE,
PAGE 0E5 I" .0M
EXISTING
HOST
STRUCTURE
UTRAP STUD ANGLE
SECTION
t) p N11AnnD, P.E.
1TFt4 fl13 @ 12" O.C. t•tAX. 2"x5"xi/0"9 CONT. 6063 76 ALUM. `t � .,,
IN DE:TWFFN TRUSSES, ALLOY ANGLE WITH (3) 1/4"0 WOOD;:• �� B COINCIDENT WITI1 ANGiOR LAG SCREWS WITH r MIN. EMBgq „ �' '�•
ROW CENTFRLINE INTO WOOD @ EACII RAFTER Ol :' ,I • '�•,�
EXISTING WOOD 3._ TRUSS, 24^ O,C. MAX. WITH I-��{".
MIN. END DIST. AND 3/4" 14IN DOSE.,
GLASS SEPARATION TRUSS Olt RAFTER-1.51-I-1.5'- DIST. WHERE ANGLE EXTEND*]• r
0 NDGLASS24' O.C. MAX
UNECTION TYPE C3 NOT REQUIRED THAN 6` OEYOND LASTTRUS�E�I�
GLASS SEPARATION fA(G=0.42141N). �— / ANGLE TO NEXTTRIISS.
NOT REQUIRED ANCHOR PFRANGIOR �J o • �- ao P1 m!
SCHEDULE
w 4° i-EXISTING WOOD
CONNECTION TYPE C4 1 1 • II a ¢ W / ,- :Zu OR STUCCO FINISH i�i4 •Y, ;, �q�U
ANCliOR PER A14CIlOR w o I ; - >� _ Il I DIATER1hL 4///LLILIY' .��IU"ra
SCIIEDUIE -1"-I 0 to A �' f 1 O 1" -1"-I �," I-1"-I W-4" MAX PANEL SPAN —/p 12 > L4' ,R III
—�- . _I_ c � Ib i S MAX 14AX DESIGI4 PRESSURES: U1 a 4 W LD <,
m / 1 I t
I I H r Ea
' 'L� I_ TO G=+/- WOOD t41W: 7 „ w ° i
W T' EXISTING EMOFD. 1 O •.
jf 1" HOST .'•_- 177 I 1 • to �> i
�W EDGE I6 STRUCTUREow
ExlsnNc � nlsr. _ • 12 @ 6^ D.C. MAX lb
HOST GLASS SEPARATION a
STRUCTURE REQUIRED
E ALT. LEG DIRECTION NOT RE _
R CONNECTION TYPE CS Q m
ANCHOR PER ANCl IOR SCI IEOULE
ti O"F" ANGLE TRACT( MOUNT SECTION )C REVERSE "F" ANGLE TRACK MOUNT SECTION OCEILING MOUNT/BUILD-OUT SECTION
C w�$
c'i55 p n
J �Ui K4J
c z°1
P. �
m zu:o
Ew
AIR GAP nRICK (JENr:ER .'.`�' i J• IC
% PER ASTI.1 C62 R
LEG DIRECTION
B GLASS SEPARNI'l N - / GLASS SEPARATION MAY BE REVERSED
NOT REQUIRED CON NECTION TYPE C2 NOTREQUIRED
1 f" 16 L''�'-•-� '
S m,•a--x� �` ANCHOR Pr:RANCHOR —
SCHEDULE:
w .,^ 0.437" I_6" MAX-1 I
of it 4F E«9. �f� _ MAX
•j IL u %O Ind J�utt.i ao�rir, i ��----'IS6
FXISIINGWOOD ' z x grt
s7uus srnceD � u1nX
�t
efn' O 9 Z EXISTING 6° rvlX— M1
^ 14" O.C. MAX 5 / �— i `
]lost In w rr4oeo. �,I, z t _
(G=0.42 MIN) � / - f I- STRUCTURE -
w
— J —' GUISS SEPAR ATIDN j
i L 1"x4'xU.125" 6063=16 ALUl•1114In47UBE (2) A 14 WODD SCREI4S OR )e" UIG SCRESYS - 140T REQUIRED II, Z E•XISTING AIR GAP
�- OR 2"x6" I'1' WOOD DEAM. IVIIERE BEAR WWI 2" EMBEDMENT 7j" f41NINUh1 f:DGE Q Q I— IiOSi CONNECTION TYRE C2 �
EXTENDS MORE MAN 6" OVER LAST DISTANCE AND 1-3/4 MINIMUM ERD STRUCTURE BRICK VENEER AI4CNUIl PER AIJG-IOR , a . -
STUD, EXTEND BEAMTO NEXTS1111) DISTANCE TO G=D.42 I4INIWJM WOOD PER AST14 C62 SCHEDULE '
STUDS SPACED 2.1" O.C. MAY CON] MIIIl4CLfL'tOMMAE
OM STUD ANGLE BUILD -OUT MOUNT NO "U" HEADER BUILD -OUT THROUGH VENEER OVER OO DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL 14-2031
SCALE:
t� SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION PMEDESC"n'Tlml:
40
C
ESTIGrrT�j///�� nIR cnr '/[ c�!�! 0111CK VENEER
STRUCTURE �{'///�fi 1<ki62'ASTF�CG;
HOST
6�
lu
�in / w
CONNECTION TYPE CI 1/4-20X3/4
CONNECTION TYPE CS I-6, FLAX—► ANCHHOR PER ANCI[Olt KNURLED
ANCHOR PER AMCI [OR
SCHEDULE- I STUDS SPACED
1- 12"D.C. MAX
1 1
GLASS SEPARATIOrI 1 In In
NOT REQUIRED
O STUD ANGLE THROUGH VENEER OVER STRUCTURAL
BASE SECTION
EXISTING
HOST ALUMINUM ANGLE CLOSURE
STRUCTURE-\ A PIECE:O0G25Z MIIN . TI11CI1F EIS5.
�� ' • 9 I9 P. 24. VC
1 to lb II IS
(@ TRAP MOUNT CLOSURE DETAIL O
GLASS SEPARATION ALT. LEG DIRECTION
NOT REQUIRED CONNECTION TYPE C3
ANCHOR PER ANCHOR
J�I SCHEDULE
%f 90
z
15111
�33r
MAX
EXISi1F1G
HOST AIR GAP- CONNECTION'TYPE C3
STRUCTURE ANCHUII PER ANCI IOR
DR VENEER SCHEDULE
PER ASrm C62
® BUILD -OUT "F" TRACK THROUGH VENEER OVER
STRUCTURAL BASE SECTION
1 - _rF1AX.
EXISTING EXISTING _I
'If0.ST
I LOST
-STRUCTURE STRUCTURE -
w� HOST
�i_: r HO5f
MA%-1- _ - 1"v STRUCTURE
1lr--
1/•1"_ / ALUMINUM ANGLE CLOSURE
MAXI BUILD-0 PIECE: 1"x2" MIN, I-XS" MAX,
DIILD-0 0.0625" MIN. THICKNESS. ANY ANCIIOR PER ANCHOR SCHEDULE,
EXISTING SPACED 24" O.C. MAX FOR DESIGN
ACE; I"UF1 ANGLE CLOSURE I IOST PRESSURES 5 C.
PSF, 12" O.C. MAX
PIECE: 1"X2" MIN, LIC( ESS.MAX, r= -FOR DESIGN PRESSURES > 62 PSF.
O.OG25` MIN. TIIICICNESS. STRUCTURE
1 1" In d114" • ( ` -
MAX.
1
R 29' RC
9 19 R : 9. oc 11 15
' 1 In Ib 11 IS IA
12
O BUILD -OUT MOUNT CLOSURE DETAIL O ALTERNATE CLOSURE DETAIL
MAX. ��
Mnx.
• EXISTING
IIOSI'
STRUCTURE
SO WALL MOUNT CLOSURE DETAIL
Imlo0, P.C.
cLLR
ZX WOWS
W m 2 U.,
OLU e�S
a
J
LL
(nm;l
IK O 1, m
Kst
-m-1
CY
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m
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1 C
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.. PAG
R 2•1• nC: .f FR'S (�P(pltlnFlWRl.0fH11!S[O P.E
_ I2 2a•nl: 14-2031
' 914e
• 11 IS SCALE;
4. pose sESCmPTto1R
1 In �lMAX. I CORNER ANGLE:
0.050" 3004-1-134, 3003-1114, OR "r
5052-1134 ALUMINUFI: 9�
OV CORNER ANGLE DETAIL OR 20 GA GALV A36 STEEL
PUNCH Y: xl" HOLES IN
ADJACENT PANELS TO
RECrIVE TIIIS DOLT W/ PM
NUT. PLACE PANEL OVER EAC I
ADJACENT PANEL AND E/STEN
WINGNUTS FROM INSIDE
WALL mouNTED 5"x2°x%u"J
STUDDED AWGLE
%" 20 x 1' NAg11NE SCREW STuD i
V.4TI1 R'ASI IEREO WINGNUT Cai2" O.C.
(CONNECTS TO ADJACENT PANEL)
1/4-20X3/4 IC14URIS0 STUDS W/
WINGNUTS SPACED AT 12' O.C. 0
i
EXISTING
HOST
COIINECTIO I TYPE
C1
AV CI IOR PER ANCHOR-
N •1
14
I4AX
5" LONG HANDLE
RIVETED TO PANEL
1J
2Y2'k1%1" -MIDT: NOTCI I
(TYP. ROT] I SIDES)
--1'-2"
�i 3.5"I4 HOLE FOR / ; —
i FASTENING PANEL
In
—T---------------------T-- _
WALL MOUNTED 5"X2"XIu"
STUDDED ANGLE -
OW INTERIOR FASTENING ANGLE ASSEMBLY
THESE DETAILS DEPICTTIIE CONNECTION OF
ANY PANEL FOR AN OPENUHG 1VITIH PANELS
INSTALLED FRO14 INSIDE. USE: OFTNESE
DETAILS SIIALI. HE IN C014JIJNCTIO14 WITII AN
"H" HEADER OR "U" HEADER TOP MOUNT.
oyq it
0
>u
Q
Qw u�o
RQW l9<
rmgmo`g
j
WW wA'>um
N LF:t
ow . i
14-2031
0
_ UNLIMITED WIDTH
(PERK 70 PANEL SPAN)
12" MAY. ON CENTER PANEL
ATTACI IMENT T"O MOUNTING
HARDWARE OR DIRECT PIOUNT.
POLYCARBONATE PANELS
FASTDIED TO ADJACENT STORM
PANELS WITH 11/.i'-20 SIDEWAU(
BOLT Atli) WASIIERED WHICUT
AT MIDSPAN, TYPICAL.
NOTES:
1. TOP MAY BE SLOPED OR RADIUSED TO MATCII GEOMETRY OF OPENING.
MOUNTING HARDY/ARE FIUST DE ROIL -FORMED TO THE: RADIUS; NO
NOTCHING OF MOUNTING I IARDWARE TO ACNICVE SHAPES IS
ALLOWED.
2. STORM PANELS MAY BE MOUNTED VERTICALLY OR [10RTLObRALLY.
3. STEEL AND POLYCAROONATE PANELS SHALLALTERNATE.
•1. END PANELS SI IALL BE STEEL PANELS ONLY.
TYPICAL ELEVATION WITH ALTERNATING
OSTEEL AND POLYCARBONATE PANELS
7 N.T.S. CXTERIOR ELEV
INTERIOR
F///
END PANELS SHALL BED POLYCARBONATE PANELS
STEEL PANELS ONLY FASTENED TO A01ACEIIT STORM
PANELS WITH Y1"-20 SIDEVIALK
VOLT AND WASHERED WINGIIT
AT MIDSPAN, TYPICAL
TABLE 2
ALLOWABLE SPAN SCI IEDULE (STEEL
WITII POLYCARR PANELS)
PANEL
SPAN
ALLONAIOLC- DESIGN
PRESSURE
ICU,
+33.3 PSF
-33.3 PSF
102"
+3S.7 PSF
-30.7 PSF
0G"
_
.39.8 PSF
PSF
90'
+_M.7PSF
_-30.0
-4.1.7 PSF_
3.11
_
+50.GPSF
-50.0 PSF
70"
+57.9PSF
_67.0 PSF
_
7r
+07.0 PSF-
-67.0 PGF
GLASS SEPARATION
NOT REQUIRED
EXTERIOR
TYPICAL SECTION WITH ALTERNATING
STEEL AND POLYCARBONATE PANELS
7 N.T.S. IIORIZ SECTION
TABLE 2 NOTES:
LINEAR INTERPOLATION
BETWEEN SHUTTER SPANS IS
NOT PERMITTED. FOR SPANS
BETWEEN THOSE INDICATED
ABOVE, THE DESIGN PRESSURES
FOR THE NEXT I lIGHER SPAN
SHALL BE USED.
DESIGN PRESSURES NOTED
IN TABLE 2 APPLY TO ALL
MOUNTING AND ANCHORAGE
COMMONS AND SI IALL NOT BE
EXCEEDED.
FASTENED TO ADJACENT STORM
PANELS VJMI %' 20 SIDEWALK
DOLT AND WASHERED WINGUT
AT MIDSPAN, TYPICAL.
i�j1`V A Q
>uqffl
¢HI, Lu
"M:
111
Mx
,,la
14-2031
SCI1lE:
L•05'�4�SRS�14Ut
_ 9Q
(SEE SHEET 9 FOR ANCHOR NOTES)
ANGIDR
(Psi)
1/9` MILLENIUM MILLFAST
_ 35
WIT11 1-3/4° EMBED AND
46
2-1/2"EDGE DISTANCE
57
(3275Psl 14114 CONCRETE)
67
7U
09
1/4" MILLENIUMMILVAST _'?
WITH 1-3/4" EMBED AND 1" 46
EDGE D1Sl-AIICF. (3275PSI 57
1.1111 CONCRETE) 67
-in
F12 SI.15 IV/ 2• EYEVlALL _ 35
AR140R IUSEfIT LV/ 2" EHRED 46
z
u
AND 2° EDGE DISTANCE 57
(2000Psl Pill Colic)
_67
70
0
100
012 S14S N/ 2.75" LYEWALL 35
AR14OR INSERT Vq 2.5" 46
EMBED AND 2' BOGL 57
DISTANCE: (2090P51 Hill G7
Colic) l� 70
(i=G n9
C3
AS
§Dap UP To 101.011
4.1
ri
o
z
ANCHOR
LonD
iPsi)
_ EDGE DISTANCES AS 110TED
_
spans Up To 6'-D"
COHN TYPE
Cl C2 C3 I C4 CS
Spam I1n l'0 0'-6'1
CONN TYPE
Cl I C2 I tl I C4 I CS
Spans-
UP To l0'•D" 1
CONK TYPE C
CJ C2 tl C4 CS
1/4" IT1V S.S. TAPCOII WlTII
35
16.0"
16.0"
16.0'
16.0"
16_0"
16.0"
16_0"
16.0"
16.0"
1 E
16.0'•
16.0"
16.0"
15.5'
6
1-3/4' EMBED AND 2-1/2•
1.1Ri. EDGE DISTANCE (3192
PSI MIN CONCRETE)
Iy-11}Qt1Q1}I}Q{}111V
L1
46
57
16.01,
16.0"
16.0_'
16.0"
1G.0"
16_D^
16.0"
I5.0"
16_0"
f6.0"
16.0"
I6.0°
16.0"
I6.0"
16.0"
16.0"
14_7"
11.^.'
16.0"
16.0"
16.0"
1G_0"
16_0"
IG.O°
16,0"
I6.0"
9.0"
7S5
57
_ 70
16A"
16.0"
16.0"
I6,0"
16.U.
16.0•'
13.3"
_11.2"
Ifi.O"
16.0"31_4"
I6.0"
16.0"
16.0"
9.6"
1S.3"
16.0"
16.0"
12_0"
10.3"
16.0"
16.0"
7,6"
6.4_
1 7}"
09
16.0"
16_0'•
16.0"
9.7"
15.5"
Ifi.O"
1t_7"
IG.O"
7,1"
9_1"
14.0"
n.T•
19.0"
5.6"
6.4 '•
_
100
16_0"
15.1"
I6.0"16.0U'
12.3"
16_
30.0"
16.0"
6.3"
7.5"
13,3"
7;5"
12.7"
S_O"
5_4"
1/4" EILO ULTRACON IYITfI
1-3/4-EI•IDED AIID 2-1/2'
1.1111. EDGE DISTANCE(2700
PSI I•IIN CONCRETE)
35
46
57
67
I6.0°
16.0'
16.0"
1G.0"
16_0"
16.0"
16l0"
16_0"
16_0"
I6_0"
16_0"
I6_0"
16.0"
16.0"
1G_0"
13.5"
16.0"
76,0"
1G.D"
16_0"
16.0"
I6_0"
Ifi. "
16.0"
16.0"
16.0'116.0"
16,0"
15.6"
16.0"
16_0"
36.0"
160
14.9"
11.7"
9.7"
16_0"
1UP
16_0"
13.3"
16.01,
16,0"
16.0"
16.0"
]6_0"
I9.2"
Il.t"
16_D"
16.0'-
16.0"
1_5.0"
9_I"
7.6'
16.0"
t1.0"
0.7"
{�=NI71A'11UUUUpt+
_
76
09
100
16.0"
16.0"
1fi_0"
I6_0"
15.7"
]3.3"
16.0"
I6^0"
16.0"1G_0"
1fi.0"
16.0"
]3_3"
16A"
16.0"
12_3"
10.2"
L6_0"
1616-0"
0_2"
77-1"
9,9"
77-9"
19.G"
12.0"
9.0"
7.S'
14.6"
12.0"
6.5"
1_6"
6.0"
56'E
0.6"
I6_0"
10_6"
16.0"
KY'
16.0"
0.7"
16.0"
14.3"
160
6.3"
16.0"
6.6"
16.0"
1J.4"
16.D"
6.5"
16.0"
11_I"
16.0"
5.0"
15,R"
4.7"
16.0"
1/4' EICO PAVEL41ATE
I �Ef4ALf• HALE of P1.115)\Y/
22 1.11fi ElE MSTND 2-1/2
141N. EDGE DISTANCE (3350
Psi 1•71N coLIC)
35
1fi.0"
qG
16.0"
16.0"
16.0"
16.0"
16_0"
16_0"
1G.0"
1G.0"
15_0"
IG.O"
IG.B"
IG.O"
16.0"
11.7"
_ 57
G7
16_D"
_
16.0"
16_0"
IG.O'
16_0"
16.0"
16.0"
13.6"
16:0"
I6.0"
IG.O"
16.0"
16.0"
16.0"
16_B"
I6.0"
11.0"
9.0"
7G 0
15.2"
16.0"
I6.D"
1G.0"
12%"
IG.D"
]G.0"
7.%"
1D.0"
i
�14IUV3A15'A410E
IIli1T\1111ll\111V+
D
Q�1i691NA1V1 _
1/4' IITV SAFiI.1YS SSC 1'!/
70
I6�0"
16.6'•
16.0•'
IIA"
16.0"
ISA"
12,2"
16,0"
16.0"
I6_D"
16.0"
16.0"
14.1'
11.7"
9,9"
16.0"
16,0"
16.0"
16.0"
1fi.D"
D_3"
7.2"
6,4"
16.0"
11_3"
9.0"
7.5"
I6_0`
16_D"
14_7"
13.1"
16_0"
10.3"
D,G"
7.4"
16.0"
16.0"
14_7"
12%"
16_D"
6.6"
5.7"
5.1"
16.0"
7,D^
6.4"
5.4"
1 G_0"
09
_
IRD
16.0"
_
16.0"
I6.0"
15.0"
]G.0`
I6_0"
1fi3O"
16.0"
9_9"
B.%"
I6.0"
35
16.0"
u
2-I/4• I•I111 FhlREp AND
2-1/2' Mill. EDGE DISTANCE
(3295 Ps11.1111 C011CRLTf:)
%{:=11111111111b
46
57
fi7
70
I6_0"
16.0"
16.0"
16.0"
]G.0"
16.0"
]6.D"
16.D"
]G_0"
16_0"
16.0"
16.0"
16.0"
16.0"
I6A"
14.7^
16.0"
IG.O"
16.0"
16,0"
16.0"
16.0"
I6.0"
16.0"
16.0"
16.0"
I6.0"
16.0"
16,0"
16_0"
]G.0'•
16_0"
I6.0"
IS_1"
12)°
10.7"
]G.0"
1G_0"
16.D"
IG.D"
16.0"
1G_0"
16_0"
16_0"
16_0"
I6_0"
I6.0"
14_6"
IG_0"
i6___0"
16.0"
IE.D"
1£0"
11_0"
10_0"
0.S"
16.11'•
1G.0"
14_3"
11_1"
09
JOB
16_0"
16.0"
I6_0"
1fi.D"
16_U"
16.0"
12.7"
11.2"
16_0"
16_0"
160"
16.0"
14.1"
16.0"
-0.2"
12.9"
10.7"
16.0"
16.0"
12.3^
10.6"
16.0"
16_0"
7.4"
6.5"
9.1"
•7.7"
1 4-20 ALL POINTS SOLID-
/
SEf WMl 7/0"1-11M EMBED
AND 2' I41N, EDGE DISTANCL
(3000 psi I-0Iti CO1CRETE)
35
46
57
G7
%0
16.0
16_0"
16.0"
I601
16.0"
16.0"
1GA"
1.6.0"
16.0"
I6_0"
IG.D"
16.0"
ME
16.0"
16.0"
IS,O"
I6_0"
I6_0"
1G_0"
1G.D"
ME
1G.0"
16.0"
1G.0
I6.0
16.0"
16.0"
IG_0"
I6.0"
13_9"
IO_9"
16.0"
16.0"
16.0'
1_6.0_'
16.0"
16.0"
1G_0"
12.0"
16.0"
16_0"
I6:0"
1. 1 .7"
10,0"
0,5"
16_0"
16_0'•
ID.6"
I6,0"
16_0"
12.6"
10.6"
IG_0"
16.0"
16.0"
36.0"
I4,1"
13.1"
IL_0"
1G_0"
9.F
7y7"
12_O"
0.9"
IS_3"
13_2"
10_0"
0_1"
15.3"
13_2"
7.1"
7_9"
D9
16.0"
14_2"
16.0"
9,1"
12.1"
14_4--
9-2"
14_4"
6.6"
7.1"
I1_5"
6-0"
11_+^'
S.Z'
100
--
1G.0"
II.O"
16,0"
_ .__
U.0"
7_G"
12.0"
7_D"
12.0"
5.9"
5.9"
1O '
5.0"
10,0"
�,6"
_S.0"
4,3"
psi
0
1/4, POWERS TAI'PLR L:'ITII
1-3/4' I•lIN EMOED AND 3"
MIN. EDGE DISTA14CL'(3000
14111 CONCRETE )
35
1G.0
16.0"
16.0"
16.0"
_
16,0"
__
16.0"
I6.0"
16.0"
16_0"
16.0"
1fi.0"
16_0"
16.00"
16.0"
Et=B!
100'
16,0"
I6_0"
IS-
__
I6.0
16_0"
16_0"
16.0'•
16_0"
11,3"
-
16,0"
16_0"
16.0"
-
13.5"
-
7.U"
_.
-'
15_2"
9.4"
'16
IG.O"
16_O"
16.0"
IG.E
1G.0"
57
16_0"
16.0"
IG_0"
13_D"
I6.0"
-
16_0"
G7
16.D"
16.0"
16.0"
11.5"
16.6"
)6.0"
--
12.5"
_ -
IG.D"
B.3°
1D.7"
13.6"
B.9"
-
13.6"
-
6.5•'
--
7.0"
{�=}QIl1}QQI(t}ll1}\Is
7O 1G_0"
09 16,0"
IS.D"
12.6"
1G.0"
16.0"
9.7"
0.4" 10.7"
14_5"
12.0"
14_6"
9_9" f4.6"
0.1" 12.0"
7.0"
6.1"
7-9"
G.3"
11_]"
1"..
7.2"
11.7"
5.5"
5_5"
]Do 15.2"
V.
1UIkA, 10�' B.
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ON
0 ANCHOR
LOAD
(pd)
1/4" lAG SCREW DR HADGEI[7d
DOLT MIT I.S 1411171111EA
PENETRATIOIJ
014 WOOD SCREIY OR SMSMITI
1. i• MIN. THREADPENETRATION
o
114" ELCO PANFLMATE
35 i
(FMALE, MALE, OR PIES) 19/ 46 1
1-7/0. 14111 EMBED
1
�IaUtilCJAN
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7�
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C3I C4I CS IC11 C2
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3.9" 1 6.0" 1 3.9.1 6.6'•
ANCHOR NOTES:
0 1. ANCHORS SIIALL OE INSTALLED 1N ACCORDA14CE IVITI I I•IAIJUFACTURERS'
RECOMMENDATIONS.
2. WHERE ANCI TORS FASTEN TO 14ARROI-4 PACE OF STUD FIUJ HNG, ANCHOR SI IAU. DE
.� LOCATED IN CENTER OF NOMINAL 2r (I4114) WOOD STUD (I.n. 3/4` EDGE DISTANCE IS
ACCEPTABLE FOR ANCHORS 1.0 WOOD FRAMING).
3. ALL CONCRETE ANCHORS SHALL DE INSTALLED TO NON -CRACKED CONCRrTE ONLY.
' 4. MINIMUM EMOEDMENTAND EDGE DISTANCE SHALL OE AS NOTED IN ANCHOR SCHEDULE.
h11NIMU14 F-MDEDMEMF NJD EDGL DISTANCE EXCI.UOES STUCCO, FOAP1, Bft]C1C, hIJD OTIHER
N WALL FINISHES.
S• ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED IIEIIEIN, BUT ONLY PROVIDES
14AX114UM ALLOWAULCAIJCHOR SPACING. MAXIMUM ALLOW'ADLESPANS AND PRESSURES
3 INDICATED IN SPAN SCHEDULES) SHALL APPLY,
6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS 14AY VARY,
FIELD VERIFY THAT FASTENERS ARC 114TO ADEQUATE WOOD FRAMING MEMBERS, NOT 11JT0
PLYWOOD.
11. 14ACHINE SCTCLWS SHALL HAVE MIIJ]MUt4 OF 3/2" ENGfGEIIENTOFTHREADS IN VASE
ANCHOR AND 14AY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDfIS'/dl( BOLT-)
U.N.O.
12. RMI DES]GIJATES ANCHOR CONDITIONS WI IICI I ARE NOT ACCEPTABLE FOR USE.
L3, A, DESIGI4ATF4 AIICI IOIIS WHICIH AOF-1trf4OVAOLL NJD I.IAY IIE USED FOR DIRECT
MOUNT INSTALLATIONS.
14. WHEN A NCIIORING TO HOLLOW BLOCK, SOS DRILLS SHOULD NOT BE USED 1.O DRILL
INTO HOLLOW DLLOCIC, NOR SHOULD IMPACT DRILLS BE USED TO 114STALL CONCRLTI'. SCREWS
TO IIOLLOW BLOC:
C4
_g ANCHOR
1/4' ELCO PANELIIATE
(FEMALE--, MALE, OR PLUS)
111t' E14BED
�UiG41r.Td4V46fl'+
* fLL^S4\\UIn10\W
2 1/4- IAG SCREIY OR HAIJG
BOLT WITH 1.51 MIN TARE
PC-NEwrloll
n-D\nuluugmga
n
o =6!Vfst!r,�1VYJ>
S f I41Y00D SCREIY 011 Si45
WITH 3.5" 11I11. THREAD
PENETRATION
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