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Product Approval Menu>Product or Application Search>Application List>Application Detail
} FL# FL6417-R5
Application.Type - - Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Transparent Protection Systems, Inc.
Address/Phone/Email 633 Dunksferry Road
Bensalem,PA 19020
(215)638-0800 Ext 203
craig.hampton@polymerindustries.com
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Frank L.Bennardo, P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Troy Bishop,P.E.
,W Validation Checklist-Hardcopy Received
Certificate of Independence FL6417 R5 COI.__Indep_pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D635 1998
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2002
ASTM E1996 2005
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL6417 R5 EquivE_uig v.pdf
Sections from the Code
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8Wajj2sml5VK... 1/3/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 08/14/2017
Date Validated 08/16/2017
Date Pending FBC Approval 08/20/2017
Date Approved 10/10/2017
Summary of Products
FL#- Model-,Number or-Name -Description -_-
6417.1 ClearGuard Non-HVHZ Panels ClearGuard Polycarbonate Storm Panels(Non-HVHZ Product)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6417 R5 II Dwg.pdf
Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See engineering drawings For design limitations FL6417_R5 AE _Eva1.,pdf
(allowable spans, mounting conditions,anchor options, etc.) Created by Independent Third Party:Yes
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Contact Us::2693 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
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 if
they have one.The emails provided may be used for official communication with 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 here.
Product Approval Accepts:
Cre'd'o Gerd
Safe,
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Waj j2sm15VK... 1/3/2018
`\111L 11111111�/j///
" E (w ;) BE
POLYCARBONATE STORM PANELS (Non-HVHZ) 6s49
� M I b8,�i]0 X01
GENERAL NOTES:
T-2.50-t 0,100" f-2.50"--+ t-2.50"--t - 1)THIS SYSTEM HAS BEEN TESTED AND EVALUATEDA LARGE MISSILE
R o�)OP• �;
IMPAPROTECTIVE SYSTEM IN ACCORDANCE WITH THE
REQUIREMENTS OF
TYP S V'•' N `��
3/B" TYP y THE FLORIDA BUILDING CODE SIXTH EDITION(2017)AND THE
1.00" o�` o /xl�
` 1.00" !-MIN 3/8"M]N 7 INTERNATIONAL BUILDING/RESIDENTIAL CODE PER ASTM STANDARDS E330, M'so• p• � t1".1 o• 1' E3886,&E1996. PANELS AREAPPROVED FOR USE IN FLORIDA OUTSIDE THE �^' '�ti' y� HIGH VELOCITY HURRICANE ZONE,OR THROUGHOUT OTHER AREAS W((] LL g'^m
l� T.• � �/ y` GOVERNED BY THE IBC/IRC. W W
12"(MIN)TO 13"(MAX)PANEL COVERAGE---� I 6 1/2'MAX COVERAGE-� 2)NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN 7HE 0lai= i
i` DESIGN OF TH15 PRODUCT. Z¢T� �>a 2 z W a
- L PANEL WIDTH ---8 3/4'MAX TOTAL WIDTH MOUNT WITH 3)POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE L9 tL �¢¢w i z o
WITHZWITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC
X a=03
FULL PANEL PROFILE
MOUNT
OU EN RS OR STUDS BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE-SPECIFIC #v O x'w r
1 STUDS AT 2 HALF PANEL PRO FI L AT 6 1/2' PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7.10 W W u w!p'.AND CHAPTER 1609 OF THE FLORIDA �
3.0 1'-0' (SEE GEN NOTE 7 3'O.C.MAX 3"=1'-0" (SEE GE TES) O,C,MAX OR EQUALO THE POSITIVE OR NEGATIVED DESIGN PRESING CODE SURE CAPACITY LL BE LESS AN 3 d a i
N W zw
g VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.
4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED w w
STUD AND/OR LEG DIRECTION rr
2.000" PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. O
rMAY BE REVERSED 5)THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE ~\\ 0.313• 0.500• -3.375"- q 0.380"H INFORMATION FOR ASPECIFICSITE. IFSITECONDITIONS DEVIATE FROM
0.563' 0.375" 0.665" .125"0.313" 0.285" _ THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED
c _ i 0.680' t T 0.275" r; ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS 70 BE USED IN
I I CONJUNCTION WITH THIS DOCUMENT.
0.090" 6)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND v�
0.125' n r •wo '^ TYP 0.650" 0.320" a CLOSURE SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND
TYP c 0'022000 P `Y 0.095° ANGLE SHALL
AR POLYCARBONATE STORM PANELSI(FULL,HALF,&DOUBLE-WIDE)
-� -1- TMP 6'=1'•0' MAY VARY IN'COVERAGE"WIDTH UP TO THE',RESPECTIVE MAXIMA SHOWN N e
BUILDOUT HEREIN,PROVIDED THATTHE PANEL PROFILE HEIGHT BE MAINTAINED. N.LL
PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM "
REVERSE 'F' TRACK 'F' TRACK SPACING SHOWN FOR EACH PROFILE,
I 5 6 r 8)ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY m 1=
3 STUD ANGLE 4
'F' ANGLE 6"=1'-D" 6•=1'-D" o 8.
TRANSPARENT PROTECTION SYSTEMS,Inc. ' z^ $
6°=1'•0° 6"a 1'-0° Si 0.096" 9)THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR POLYCARBONATE 1= ,`w_a O o
i 2.250"- PANELS ONLY. ALL POLYCARBONATE PANELSISHALL BE EXTRUDED WITH ""A o
t0.875.1J __ __ THICKNESS[40.100"(*0.010")AND SMALL BE MA. ACfURED FROM 100% 5 vo.35' 0.099" 1SYNTHETIC THERMOPLASTIC POLYMER RESIN;(W STABILIZED).TYPICAL SYNTHETICTHERMOPLASTIC POLYMER TENSILE STRENGTH Fy-8.908 KSI, w0.099" FLEXURAL STRENGTH FOy=1290 KSI,&FLIXURAL MODULUS IS 328.7 KSL m m g WIDTH UNLIMITED N ,0 10)ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,U.N.O.2.000' LpBELPANELS SHALL BE PERMANENTLOY LABELED WITH A MINIMUM OF ONE a-(CP MOUNT MOUNTINGI� ri PER PANEL CONTAINING THEF LLOWING:(CONN AS READ) SECTIONS, 0.865'}, 0.067"- I V` 7 MIN _ TRANSPARENT PROTECTION SYSTEMS,INC._ _ _ BENSALEM,PENNSYLVANIA 0.067°
_._..._.. ..... ......................_._. _y............ v.
ASTM E330,E1886&E1996
f • 0.375° PRODUCT APPROVAL NUMBER O
g KEYHOLE WASH ERED 12) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM
SPANS AND i I 8 NCE
WASHER 9 WIN GNUT iB 'H' HEADER CONSTRUCTION TESLA GCORPORATION(CTC OF MIAMI,FL)TDING LOADS SHOWN HEREIN. ESTREPORTS
1
I 6'a 1'•0' 6'=1'•0" 6•a I•-p" #04-009-FE-ASTM.009-LE-ASTM,AS WELL AS HURRICANE TEST LAB
(HTL OF RIVIERA BEACH FL)TEST REPORTS#0239-0107.05,90239.1013-07, 88
I PLAN WIDTH UNLIMITED #0239-0312.06,#0239-0110 .07ï-0813-06.
_ VIEWS __ 13)TOP&BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS FIELD
TOP MOUNT MOUNTINGLBEEb
- CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR
(CONN AS REQ'D) SECTIONS I HORIZONTALLY AS APPLICABLE. $ " cgs
i { / 14) USE OF KEYHOLE WASHERS 1S OPTIONAL IN CONJUNCTION WITH ANY
i023" I m 9
m z / 1 MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED AT 03/8'(OR 05/8' o d1 6'i w fi! 9
.58' WITH KEYHOLE WASHER)WITH ANY FASTENER TYPE. WASHERED WINGNUTS i Jigyyg
-i z^ SHALL HAVE 0.865"MINIMUM WASHER DIAMETER.
x w I z I \ 15)ALL BOLTS&WASHERS SHALL BE ZINC,COATED STEEL,GALVANIZED e6�
f i n p STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF
I 60 KSI. j R36�v
j L ^ 16)THE HURRI-OUT EGRESS STORM PANEL DETAILS ARE INTENDED TOg t: 9�Q
( n I ALLOW THE POSSIBILITY OF REMOVING PANELS FROM INSIDE OF DWELLING, a jam g m @p•8
J ? I I RESULTB MAY VARY ACCORDING TO INSTALLATION,END-USER,AND
N TRAINING,ETC. ENGINEERING EXPRESS AND TRANSPARENT PROTECTION
SYSTEMS DO NOT ASSUME ANY RESPONSIBILITY OR LIABILITY ASSOCIATED [arrNtMTrtuxLNt°#PmrL
-I..__,•__--.�_-,--••-•.--• ;: _- / v WITH USE OF THIS INSTALLATION AND OR ITS APPLICATIONS. 15-2494 '
BOTTOM MOUNT -__.___
""` _ / I t sate: -
(CONNASREQ'D) -'----ate_��
-1-
`NOTE:FOR ALTERNATE ARCH TOP INSTALLATIONS,THE TOP TRACK OR o.ee oescuvnoly:
U•HEAOER SHALL BE CUT INTO 6°MINIMUM ADJACENT SEGMENTS.EACH
1 TYPICAL ELEVATION 2 'MINIMUM
BOTTOM MOUNT SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE,
KEYHOLE DETAIL (CONN AS REQ'D) WITH A MINIMUM OF(2)AENDS NCHORS PER SEGMENT.ANCHORS SHALL BE °fa
1 N.T.S. 1 N.T.S. ALT:FIELD DRILL 03/8' 3 ALT. ARCH TOP* FROM ADJACENT ANCHORS..FOR STUDDED TRACKS ONCK SEGMENT AND LY,,,THERE HALL BE
HOLE(OR 05/B'MOLE N.T.S. A MINIMUM OF(1)STUD PER SEGMENT FASTENED TO THE STORM PANEL. 7
W/KEYHOLE WASHER) 1 STUDS SHALL BE LOCATED 2"MINIMUM FROM ENDS OF EACH SEG=
i
a
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EsN
NARDO,
P.E.
'. M''. P
CE0 f2.000-1f2.000"
f-2.50"-f f-2.50-f 2.sa•-f
01.00. No 0?�
.0
.00 1.199''Jo. 11 .003
STATE OF Do
Q
26'(MAX)PANEL COVERAG �-1- } 00•�
2M1/48 "MAX TOTAL PANEL WIDTH 14.394
F OHIDP.•' W m„.°P,i
/P TM/� MOUNT WITH MOUNT WITH ���7S��NAL E? W ">LL ��•,m
CLEAR MAX DOUBLE-WIDE PANEL PROFILE FASTENERS 12 ALT. FULL PANEL PROFILE
FASTENERS
SRIUS AT /11111`111 WfwT to V1 HT,
11 ( ) (SEE GEN NOTE 6) 13'O.C.MAX ?Q
3•=1'-0' SEE GEN NOTE 6 13 STUDS AT N.T.S. w w U
13.O.C.MAX r�rr,,11 ��4:`�P+<
UN. �4.W iDo
zk aim -Z
WW u-'d
0.625" s w
1/4-20
SND X.3/4' Wft w
" }---3.000•MAX. 0• � (�6.O.C.
0.198' ---
3 0.093•TYP. MAXIMUM PANEL MAXIMUM PANEL
A o.1zs u
T�2.00.7zo L SPAN SCHEDULE SPAN SCHEDULE w
0.145 0.387' }-2.000-4 (POSITIVE CONN.) (W/ "H" HEADER)
y ALTERNATE ALTERNATE =4$
B.O. 'F' TRACK STUD ANGLE MAX °`m C
13 14 LOAD PAN LOAD SPAN q N
6" 1'-0" 6• 1'-0• j (Ps0 00 -
(PSf I (ft)
_ I I 17.3- 8._7,. �' Z'•• z w n
24 2 T-9" O p
0.093' 38 12'-0"
TYP, j--{0.374" 40 1 ' 41.6 6'-0" s w
R 1� 1/4-20 MACHINE I I p O 3
9 SCREW STUD X I I 4$ 0'-1'- 55.4 S'-0" R F
3/4'®6.O.C. 50 9'-1" 104 4._a., and g>
-1_ 5$ 8'-3" o<
295• 60 7'-7" SPAN
PANEL �w�
8 I 0.093" i° 6s 7'-0" SCHEDULE o
.__...- 70 6'-7" (W/ "U" HEADER)
--'-- -----'-- 75 6•-1"
MAX D SIGN
}-2.000•-{ {~-2'-{ 80 $'-9" MAX PRESSURES
SPAN POSITIVE NEGATIVE
STUDDED ANGLE ,� F TRACK ANGLE loo 4'-T'
15 G V 6'-3" 35 38
1'-0° 110 4'-2" 5'-3'- 4B 4a
120 3'-10" 4'-4" 78 80 @ m @�n5gb
2.368• 2.741"--1 L',�.dl
'� 1&$1
-- 0.094' 2.250• 0.059' u iq
1--- - r oT;�xw� Eft
raa94" MAXIMUM SPANg
a n0.843 K2189" SCHEDULE NOTES:
-0.094" .0 1.SPANS SHOWN IN"MAX PANEL SPAN SCHEDULES'ARE MAXIMUM By ug
18
MSHELL COVER ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE. $
2.THE POSITIVE CONNECTION>SPAN SCHEDULE MAY BE USED &
i < �s,y� as 4q t
6063-T6 TO DETERMINE MAXIMUM ALLOWABLE SPANS FOR PANELS INSTALLED a i5 R R
1I- USING ANY COMBINATION OF MOUNTING EXTRUSIONS INVOLVING A mvrlarEpulKLearwmP,E,
r-2.735' POSITIVE CONNECTION-I.e.ALL INSTALLATIONS WHICH DO NOT
I� 0.375• I INCLUDE AN"H"OR•U•HEADER. 15-2494
2.125" 0.093" 3.THE<WI1H"H"HEADER>SPAN SCHEDULE SMALL BE USED FOR _
2.000" ALL INSTALLATIONS WHICH INCLUDE AN•H'HEADER. suEc:
2.554• 1/4_20 4.THE<WITM•U•HEADER>SPAN SCHEDULE'SHALL BE USED FOR PAGE-MPIION:
STUD X 3/4• ALL INSTALLATIONS WHICH INCLUDE A•U"HEADER
ALTERNATE S.TABLES ARE VALID FOR PANELS MOUNTED HORIZONTALLY OR
6"O.C. VERTICALLY. SPAN DIRECTION IS ALWAYS PERPENDICULAR TO LINE
U-HEADER U-HEADER OF ANCHORAGE.
16 N.T.S. 6063-T6 '� N,T.S. 6063-T6 19 CLAMSHELL TRACK
N.T.S. 6063-T6
Y
i
......................... fRANK L.SENNAMO,P.E.N
B
EXISTING HOST CONN'TYPE Cl: EXISTING HOST STRUCTURE EXISTING MOST STRUCTURE EXISTING HOST STRUCTURE
REMOVABLE
RE DIRECTA C R PER A f CONN TYPE
MOUNT CONN TYPE Cl: CONN TYPE C3:
W/ C2
ANCHOR PER ANCHOR PER
CHO No 6, 0 7'
ANCHOR PER ANCHOR SCHED ANCHOR SCHED ANCHOR SCHED
EMBED
A
ANO
-EMBED ANCHOR SCHED EMBED ANC 112-MAX 9141SMS OR EMBED
OF 1/2-MAX
EMBED3IU6"P
ETS
R AT
23"O.C.MAX
TATE OF
15
10
0
CONN
1/4-20 3 z
�7 EXISTING
IN 1/4-20 x 3/4' a
Gu STUDS GLAZINGa
z
NIMUM MAY BE x
AR PER REVERSE u MINIMUM �u HE
< INTER
PAIIAl <-...
IL U WOR EXISTING AT I3�
FTGUD OR x 3/4"
M.- STUDS UM
1 3 SEPAR PER- 1/4-20 x
SCHED FORI R J--SE' PER-�# <w
HE 3
MOUNT.1 0 0 S ac m
O.C.O�c SEPAR PER LEG&/OR STUD IR
�E MIN
MAXM i E i
EXISTING 11/4-20 �2. ,K] STUD 7-
SCHED MAY BE REVERSED
GLiwW
AZING
G x 3/4" mw
STUDS -4E V�Q. EXISTING FOR INTER AT L3 AX w 4
P�_I GLAZING MOU77 D.C.M
AT 13" �w
T 3
D.C. CONN TYPE CS: 2 0 Lu
MAX ANCHOR PER
(o
5 13 �a
ANCHOR SCHED I x -CONN TYPE C4:
1/4" ANCHOR PER
MAX x
HOST ANCHOR SCHED
STRUCT EDGE
EDGE . c
DIST d DIST
-=-,..N TYPE C,, EMBED'
ANCHOR PER EXISTING MOST STRUCTURE CONN TYPE CI:
S
�H�OST S�TRU SCHED ANCHOR PER
LL CTI
M 0 sc� ANCHOR SCHED
MOUNTING SECTION MOUNTING SECTION r4"� MOUNTING SECTION
MOUNTING SECTI, N r2
N
ON 3" V-0" VERT SECTION 3' VERT SECTION 3' V-0' VERT SECTION
HURRI-OUTrm EGRESS STORM PANEL DETAILS*(-NOTE:SEE GENERAL NOTE#15) E�
EXISTING HOST
STRUCTURE 3:0
EXISTING HOST MAY BE
STRUCTURE ANCHORED THROUGH EJ(TERIOR WALL
PREFER TO CORRESPONDING FINLSM TO HOST STRUCTURE WITH Y
MOUNTING SECTIONS/DETAILS MOUNTING CONDITION;HOWN
HTEREIN.1
REFER TO CORRESPONDING FOR ANCHOR SPACING t9
MOUNTING SECTIONS/DETAILS 2
ALUMINUM OR GALVANIZED STEEL SPACE,
I,FOR .F�
FOR ANCHOR SPACING • REQUIRED , ICF,
0 OR
OTH MALLEABLE
HIS
ER ES.
OPTIONAL FOR STUCCO,BRICK,OR
EXISTING OTHER RIGID FINISHES. OPTIONAL METAL BONDED
N
1616`7 GLAZING I6 17
NG WASHER MAY BE USED ON THE
INNERSIDE OF
EXISTING MBED-
GLAZIN I THE PANEL.
MIN z
INSIDE MINIMUM INSIDE
SE Z MINIMUM zu
PAR PER BOLTS:
OUTSIDE SEPAR PER EXISTING
ACCESS BOLTS, I - OUTSIDE ST
SCHED 1/4-20 x 3/4- SCHED a. ' -1
1/4-20 X 3/4" MOST
ACCESS ACCESS STRUCTURE utl
SIDEWALK SIDEWALK IddstO
BOLTS:
3/4" B ANCHORS PER a
ANC
BOLTS W/ BOLTS W/
BOLTS:
1/4-20 114 2. HOR SCHEDULE
D
WASHERED WASHERED
13"D.C.MAX STUDS O.C.MAXINGNUT AT STUDS
AT
ee
WINGNUT AT -A 13" S AT Ax 1 EXISTING GLAZING MINIMUM
3"D.C.MAATX A_
SEPAR PER
3 4 141520 SCHED
9 2
--REFER TO CORRESPONDING MOUNTING SECTION THRU Alhiy%x i
MOUNTING SECTIONS/DETAILS
FOR ANCHOR SPACING I REFER TO CORRESPONDING EXTERIOR WALL FINISH
MOUNTING SECTIONS/DETAILS 15-2494
FOR ANCHOR SPACING (BRICK, ICF, EIFS,�ETC.)
�E: . I
N.T.S. VERT SECTION i Pee DESCRIMON:
r MOUNTING SECTION
5 /�6 MOUNTING SECTION iri.
N.T.S. VERT SECTION N.T.S. VERT SECTION
.............................. ... ................. ............................ ............. .................... .................................................................... ............................ ................................
\\11111 I11�/
�._...... ..........__.._. _................_..__...................._.__._.___.._.__.-____..__-.______........___.__.. .._..._____..__.._._..._....____._...___..........._......__.__.-___._._____.._........___............._.....-........_._.........._.....___,...........___-__..._...._._____._...__._.. .\._ �. ....., FRANK L.BENNARDO,P.E.
CLOSURE DETAILS uCEN' 5,9 .
NO PE0046549d8 1D,±?01
1 2 11
,/4. MINIMUM SPAN TOP OR BOTTOM MOUNT MINIMUM SPAN moo'% A �] �N
MA% WITHOUT CLOSURE '.(\'•, STATE OF 0
1/4" SCHEDULE r x SCHEDULE NOTES: %�` '•Fco �'z "a
MAX ( ) o �? u U w �s/()/V
.,.RIDP,.•''��` a wJ gum
=t ONE 1 CLOSURE AT >: w w+ ,�J o l7 1.SPANS SHOWN ABOVE ARE MINIMUM i s O ¢(f� ..F m o
'TOP 00.BOTTOM M Z �t7 z r zo �/ NAL E \\ W� LLN
¢f >< ra: w cf ALLOWABLE SPANS BASED ON ANY f/f 1111111 i\\ W w"°a•mm
ri o & o 0 = O a COMBINATION OF MOUNTING W o 2 S u i
-EXISTING HO�� < m r p = 4a CONDITIONS AT TOP OR BOTTOM. PANEL f Z Q w U x'S
STRUCTURE 0 "1 3 ml m m LENGTHS LESS THAN THOSE NOTED IN Q w.W
f w DIRECT MOUNT 32" 30" 33" 30" 30" 32" 30" 30'• TABLES ABOVE ARE NOT ACCEPTABLE. 1 o t m z r
1 WALL MOUNT CLOSURE OCA STUD ANGLE(WALL
33" 30" 35" 30" 30" 33" 30" 30" REQUIRED WHEN ANELTION OLENGTH IM GLASS S I WW 0Nw
- D"anwWu
m0 REVERSE"F"ANGLE 32" 30" 33" 30" 30" 32" 30" 30" GREATER THAN THAT NOTED FOR 3 LL P
5 3"=1'-0" PLAN VIEW 0U B.O.2x5+STUD ANGLE 32" 30" 33" 30 30" 32" 30" 30" RESPECTIVE MOUNTING COMBINATIONS I <n s z w
O B.O.4F TRACK 32" 30" 33' 30" 30" 32" 30" 30" ABOVE. i 0 w
a0 3. SIDE CLOSURES REQUIRED 1F GAP 1 yr p w
HEADER 30" 30" 30" 30" 30" 30" 30" 30" BETWEEN PANEL AND STRUCTURE
F_
STUD ANGLE(TRAP MOUNT) 32" 30" 33" 30" 30" 32" W' 30" EXCEEDS DISTANCE SHOWN IN
HORIZONTAL SECTION DETAILS(REF.
d
DETAILS 6/3,7/3 AND 9/3). '
MINIMUM SPAN BOTTOM MOUNT 4.TAH LES ABOVE ARE VALID FOR
SCHEDULE C PANELS MOUNTED HORIZONTALLY OR uJ
Y x w ♦ u € VERTICALLY.
EXISTING HOST 0 0 0 u N x LD wo t7 0 5.TOP/BOTTOM CLOSURES MAY I i
11 2 1 STRUCTURE,TYP- NO 70P/BOTTOM CLOSURES >_ <Z w z n¢ 0 CONSIST OF NON-STRUCTURAL 28ga
v J 1/4" r1 p I" <O 0 4 x p (0.018"MIN)GALV STEEL OR 0.022"MIN =LL
j-1'TO 5" MA%�I -- s a m mx S SHEET ALUMINUM OF ALLOY 5052-H32 OR
o I c Y 0>
I I ^O m 3 m E 3004-H34. REFERENCE DETAILS HEREIN
8 DIRECT MOUNT 53" 32" 55" 32" 32" 53" 30 32". FOR DEPICTION OF TOP/BOTTOM N t u
I- STUD ANGLE(WALL MOUNT) 32" 30" 33" 30" 30" 32"]0" 30"; CLOSURE MOUNTING REQUIREMENTS.
L114" r 2 •F"TRACK 55" 33" 57" 33" 33" 55" 30"-Y7 6. STORM PANELS MAY BE INSTALLED
1/2"MIN 4 �, MAX / m"w
OVERLAP O REVERSE"F•ANGLE 32" 30" 33" 30" 30" 32" 30" 30'• WITH A 12'MINIMUM SPAN WHEN E m 0
$' Y B.O.2x5+STUD ANGLE 32" 30" 33" 30" 30" 32" 30" 30" INSTALLED WITH A CLOSURE ANGLE AT w s 5-
&
ANCHORS AT 12.0"O.C.FOR P=59Dsf OR y - BOTH TOP AND BOTTOM. 0 N J O 3
LE S.OR AT 5.9.O.C.FOR P-120psf OR LESS O ._ B.O."F"TRACK 53" 32" SS" 32" 32" 53" 30 32"
(USE ANY ANCHOR FROM ANCHOR SCHED) F- "H"HEADER 3D" 30" 30" 30" 30" 30" 30" 30" .n m RD
STUD ANGLE TRAP MOUNT) 72" 3D" 33" 30" 30" 32" 30" 30" _ oa
2 TRAP MOUNT CLOSURE
a
3"=1'-0" PLAN VIEW
u
EXISTING HOST STRUCTURE 1
ANY MOUNTING CONDITION MAY
" BE USED.END CLOSURE MAY $^h K
ALSO CONSIST OF STUD ANGLES,
U-HEADERS,OR H-HEADERS.
j _
_I - BEND PANEL AROUND _ _ - (- `MAX u d
CORNER&STITCH TO 1 2 11 12 MAX } u �
SpR�?,y / �AD]ACENi PANEL WITH 1 1 I ,�'�, 2"x2"(MINIMUM) 1 0 u I;€ ,, 1
J CONTINUOUS ANGLE - i -u�8 gig!
1/4-20 BOLTS & 2 — FASTENED WITH E 1
d I fr•PO� WASHERED WINGNUTS 11 8 SAME FASTENED
WINWITH
[K�y
P AT 24"O,C.(TYP) MIN.PANEL OVERLAP P
_ USED TO FASTEN F�as
/ SHALL BE 1.5 TIMES 1
FASTEN PANELS TO C'� l I ) f THE PANEL PRO]ECTiON ANCHORS AT 12.0'O.C.FOR PANEL TO MOUNTING fd
EXISTING HOST,•' EQ EXTRUSION OR '�
HOST STRUCTURE OR VAR STRUCTURE FROM THE EXISTING P=59psf OR LESS,OR AT 5.9"O.C. EQ DIRECTLY TO HOST !Z $
HOST STRUCTURE PROIECTION FOR P=120 sf OR LESS USE ANY r ANCHORAGE TO HOST STRUCTURE I g R g gE
TO IA
STUDDED ANGLE D I J-} �Ig
(TOP&BOTTOM)AT ANCHOR FROM ANCHOR SCHED)_
CORRUGATION VALLEY _ STRUCTURE PER O�IPof11f FRN%L BFnWfAOVF.
CLOSEST TO CORNER �^ MOUNTING SECTIONS 15-2494
EXISTING MOST
(EACH SIDE) STRUCTURE
_pGE OESCitIVRON:
eCORNER
CLOSURE a PANEL OVERLAP s�BUILD-OUT CLOSURE TOP/BOTTOM CLOSURE/BOTTOM CLOSUREN.T.S. PLAN VIEW 5 N.T.S. PLAN VIEW cu 3'.1'-0" PLAN VIEW ru N.T.S. VERT SECTION
I
�_ ..... _.. _.._..._ ..... ...._ .. _._____.... ...... __.._....._.-.......... ... _........__..___ ... .. .... . .... ... ___......................---------............... .,. -._._
i
{
jL BE
ANCHOR SCHEDULES 6599 •� •••� ��
,"pa;
2'MIN EDGE DISTANCE
G Spans Up To 6'•0' S 3/4'MIN EDGE DISTANCE _ (.'"'I ` 8
Spans Up To B'-6" Spans Up To 12-0'• _
ANCHOR LOAD ANCHOR Spans Up To 6'-0" Spans Up To 8'-6" Spans Up To 12'-0'• O8�j1 O/5O 1
0 CONN TYPE CONN TYPE CONN TYPE
=ti (ps0 C C2 C3 C9 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS =rn pyy) C2CONC3ryP C4 CS Cl C2 CONN
NC3 P C4 CS Cl C2 CONN P C4 CS
1/4'ELCO ULTRACON OR ITW 30 13.0"13.0"13.0"13.0"13.0•'13.0"113.0"13.0"13.0"13.0"13.0110.6"113.0"13.0"13.0"13.0" 1/4'TAPCON(ELCO OR ITW) 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"19.7"113.0"113.0"113.0"
SS TAPCON WITH I-3/q' ]8 13.0"17.0"13.0"13.0"13.0"13.0"13A"17.0"13.0"13.0"17.0" 8.3" 6.5" 13.0" 9.0" OR 014 WOOD SCREW W/ 38 13.0"17.0"13.0"IJ.O" 13.0" 13.0"13.0"13.0" 7.6" 6.0" 13.0" 5.2" �13��A,.•'' ���
EMBED(7192 PSI MIN CONC) 4) 13.0"17.0"13,0"13.0"13.0"13.0" 9.5" 7.4" 13,0"13.0"13.0" 6.7" 5.3" 13.0" 7.2" 1-1/2'EMBED 47 13.0"13.0"13.0"13.0"13.0"13.D" 8.7" 6.8" 13.0" 5.9" 13.0" 6.2" 4.8" 10.5" 4,2"
54 13.0"13,0•'13.0"13.0"13.0"13,0" 8.3" 6.5" 13.0" 8.9" 13,0" 5.9" 4.6" 11.7" 6.7" 54 13.0"13.0"I3.0"13.0"13,0" .'"' 7.6" 5.9" 12.9" 5.2" 13.0" 5.4" 4.2" 9.1" 3.6-
3.
.6" m 1
I20 5.4" 5.3" 4.1" 5.1" 5.7" 3.8" ].7" 3.6" 4.0" Q� �t3 J Pj N
120 4.9" 4.8" 3.8" 4.3" 3.3" 3.5" 3.4" 2.7" 3.0" 2.3" 2.5" 2.4 2.2"
1/4"ELCO PANEUMATE WITH 30 17.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0'•13.0"13.0"13.0"13.0"13.0"13.0"13,0" W 25 LL", u
1/4'ELCO PANELMATE 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" W I�+1J1 w UI
1-3/4"MIN EMBED(3350 PSI 3 IU"13.0"13.0"13.0"13.0"13.0"13.0"l3.0"13.0"13.0"13.0"10.7" 8.3" 13.0"11.5" .. (FEMALE,MALE,OR PLUS)W/ 13 U"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"10.3" 8.1" 12.1" 5.9" LYWLY.. O -2 a u N
MIN CONC) 4 Q3,0 13.0"13.0"13.0"13.0"13.0"12.2" 9.5" 13.0"13.0"13.0" 8.6" 6.7" 13.0" 9.3" ? 1-7/8'M N EMBED 47 3.0L 13.0"13.0"13.0"1].0"I3.0"11.8" 9.2" 13.0" 6.0" 13.0" 8-4" 6.5" 9.8" 4.8" Zai. fj U =x
'L 1 13.0"13.0"13.0"13.0"13.0"10.6" 83" 13.0"11.4"13.0" 7.5" 5.9" 13.0" 8.1"
* h * 54 13.0"13.0"13.0"13.0"I3.0"13.0"10.3" 8.0" 12.0" 5.9" 13,0" 7.3" 5.7" 8.5" 4.2" U ¢g Q W fu u c
120 6.9" 6.8" 5.3" 6.5" 7.3" 4.9" 4.8" 3.7" 4.6" 5.1" 3.4" 3.4" 3.3" 3.6" 6.5.. D t m 3 z r
0 120 6.7'• S.l" 4.7" 3.8" 4.7" 4.fi" 3.6" 3.3" 2.7" 3.3" 3.3" 2.6" 2.4" 4u uae
i 1/4-20 ALL POINTS SOLID-SET 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"10.6"13.0"13.0"13.0" 6 7/16'WOOD BUSHING W/7/8' 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13,0"13.0" S.8" 13.0"13.0"13.0' W uIN
WITH 7/8'MIN EMBED(3000 3B 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 8.4" 6.6" 13.0"10.5" o MIN EMBED&1/4.20 S.S. 3B 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"12.2" 4.5" 3.5" 12.2"13.6"PSI MIN CONC) 47 13.0"13.0"13.0"13.0"13.0"13.0" 9.6" 7.5" 13.0"13.0"13.0" 6.8" 5.3"113.0"18.5" O MACHINE SCREW q7 13.0"13.0"13.0"13.0"13.0"l3.0" 5.2" 4.0" 13.0" 4.1" 9.9" 3.7^ 2.9" 9.9" 2.9"
a 54 13.0"13.0"13.0"13.0"13.0"13.0" 8.3" 6.5" 13.0"l0A"13.0" 5.9" 4.6" 13,0" 7.4" O U)C i w
3: * 54 13.0"13.0"37.0"13.0"13.0"12.1" 4.5" 3.5" 12.2" 3.6" 8.6" 3.2" 2.S'17.9" 4.0"
O w w
C 120 5.4" 5.3" 4.1" 5.9" 6.6" 3.B" 3.8" 4.1" 4.7" 3.3" 120 2.9" 2.9" 2.2" 3.2" 2.3" 2.1. 2,0" 2.2" VFX/ W O
3 1/4.20 POWERS CALK-IN WITH 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"17.0"13.0"13.0" 6J" 13.0"11.5"11.5" 1/4"LAG SCREW OR HANGAR 30 13.0"13.0"13.0"13.0"13.0"13.D"13.6'13.0"13.0"13.0"13.0"12.7"13.0"
7/8'MIN EMBED(3000 PSI MIN 38 13.0"13.0"13,0"13.0"13,0"13.0"13.0"13.0"12.8"12.8"13,0" 5.3" 4.1" 9.1" 5.2" BOLT WITH 2-3/32'MIN 38 13.0"13.0"13.0"13.0"13.0"13,0 13,0"13.0"13.0"13.0"13.6'10.0" 7,8"
CONC) 47 13.0"13.0"13.0"13.0" 6.0" 4.7" 10.4"10.4"11.5" 4.3" 3.3" 7.q" 4.2" THREAD PENETR THREAD 47 13.0"13.0"13.0"13.0"13.0"13.0"11.4" 8.9" 12.9" 6.4" 13.0" 8.1" 6.3"q� 13.0-113.0" {PENETR
54 13.0"12.8"12.8"13.0" 5.3" 4.1" 9.0" 5.2" 10.0" 3.7" 6.4" 3.7" * 59 13.0"t7.0"13.0"13.0"13.0"13.0"10.0" 7.8" 11.2" 5.6" 13.0" 7.1^ S.S'120 3.4" 3.4" 3.0" 3.3" aanmmID® 120 6 " 6.4" 5.0" 4.5" 3.6" 4.6" 4.5" 3.5" 3.1" 2.5" 3.2" 3.2" 2.5"
1/4'ELCO ULTRACON OR ITW 30 13.0"113.0"13.0"10.0"13.0"11.7"111.7"111.7" 9.4" 9.4" 8.3" 3.1"1 8.3" 6.7" 6.7"
y
1 " . . . . . " "
n *1/4'8TAPCON
EM(ELCO
EC.mnvRv>®
120 ." 3.0" 11,.00"1133..00" 1I]1...20"
153..q6.0"111333..,000" 76..12" 153.5.0"173.9.0"143..0.00'•"SS TAPCON WITH I-1/4' 38 " 6.6" 013.0 13.0 13.0" 13.0"13.0"13.0" q.9" 3.8" 10.8" 3.7"
" 93" 7 " .3 8 " 0"13.0" 3.0 3.03030130"10.5"10.593 93" SCREW W/ 37
EMBED 4710.610.6 . OOD 6.0" 6.0" 5.3" 4.3" 1-1/2"EMBED
9.2 10.6" B.5" 8.5" 7.5" 6 " 7 1133.00 0"13.0"13.0"113.0" 5.6" 4.4" 12.3" 4.2" 10.7" 4.0" 3.1" 8.7" 3.0"
5 13.0"13.0"13.0" 4.9" 3.8" 10. 3.6" " 3.5" 2.7" 7.6" 2.6"54 9.2" 9.2" 7.4" 7.4" 6.5" 5.24. 3.7 30 30 7
9.3
1203.2" 3.1" 2.4" 3.1" "120 ? .1/4'ELCO PANELMATE WITH 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13,10"13.0" 5.4" 13.0"13.0"13.0" 1/9'ELCO PANELMATE 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"11.7"11.7"13.0" 7.1" 13.0" 8.3" 8.3'•/4'MIN EMBED 3B 130 13.0"130 13.0 130 130 13.0 17.0"13.0" 4.3 3.3 30.5 5.1" FEMALE,ML , 38 3 1330"13 "13,0 130 13.0"13.0"13 " 9.2" 9.2 13.0" 5.6" 4.4" 6.5" 3.2"E
11.9" 8.5" 4.1" 7/47 13.0"13.0"13.0"13.0"13.0"13.0" 4.9" 3.8" 11.9" 9.3" 3.S" 47 13 10 13.0"10.6 10.6"13.0 6.4" 5.0" 7.5" 3.7" 12.1" 4.5" 3.5" 53" 2.6"
54 13.0"13.0"13.0"13.0"13.0"11,4" 4.3" 3.3" 10.4" 5.1" B.1" 3.0-0 . 54 13.0"13.0"13.0" " .2 " " 3 " I 3 120 2 929 13.0" 5.S .2D.S" .9" 31 4.6" 2.3"
2. 2.0" 2. 2.5
114-20 ALL 13. 5SE3013.0"13.0" 130 . 3 13.013.013.013 .0" 30POINTS 3.6 3.5 2
MNEMBED ""
ti>m•cv o�"oei.wL�E.t
ns0aa2OJQo0
W"O JI0WITH 7/8
13. 3.0" . 3.0 3 .0 0" 3 . A 130 130 13.0"13.0"
10 7 1
. 137013.q300THREAD PENETTHREAD " 13.0 130"13.04 " "
17.0 4 { 17 "13.0" 8.1" 6.3" 9.1" 4.6"54113.0"113.0-113.0 . . 5.1" -- 0 " 30
120 4.5" 4.4" 3.5" " 4.6" 3.2" 3.1" 3,2 i M�S> 9 13 "13.0
120 6.5" 6.4"1 5.0" 4.5" 3.6" 4.6• 4.5" 3.5"1 3 " 2.5" 3,2"13.2"12.9"1 7 V'
FaOaaQpw.>,
� a
o: o
a �
V
ANCHOR SCHEDULE NOTES: _ g
1. I/4'TAPCONS MAY BE BY ITW(STAINLESS STEEL)OR BY ELCO. -ELCO PANELMATE"ANCHORS MAY
BE MALE,FEMALE,OR PANEL14ATE PLUS,AS ILLUSTRATED. HEAD STYLE MAY BE STD 13/32"O0.
WASHERED 5/8"HEX HEAD. uYK
2. ENSURE MINIMUM 2"EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. u m Q�C�
EDGE DISTANCE OF 3/4'IS ACCEPTABLE FOR ANCHORS TO WOOD, o u x 8 49
3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND
6 EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. - a
$ 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
S.
WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD i
VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. R
6. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN ;
CENTER OF NOMINAL 2-(MIN)WOOD STUD(I'e.3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS ��W N
TO WOOD FRAMING). WOOD STUD SHALL BE"SOUTHERN PINE" FOR G=0.55 OR GREATER DENSITY yyTT ®C p
y OR"SPRUCE-PINE-FIR"(FOR G-0.42 OR GREATER DENSITY). ( )
7. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES gmrDOfrRwaLLp01'wmOpi
MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN 15-2494
SPAN SCHEDULE SHALL APPLY,
8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR scAle:
AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD("SIDEWALK BOLT")U.N.O. PAOE 0850RIwr10H: 1
9. 7R DESIGNATES REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED DIRECTLY TO THE HOST
STRUCTURE ONLY WITH THESE ANCHORS,LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO
,a ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE, o� 3
10. QJJQ DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. {
`\\\1111111117j'
FMOW6519L. WIAW P.E.
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No PE00466 ...��/R 017
0,n'••, STATE OF 10 N
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19/0.......... N,
1111111\\ WFI� uNly �W;
W VWJ o S�R
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uix�
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POSITIVE CONNECTION H-HEADER U-HEADER z ,yam
k aim zW0
MINIMUM GLASS MINIMUM GLASS MINIMUM GLASS mW "�W w�"
SEPARATION SCHEDULE SEPARATION SCHEDULE SEPARATION SCHEDULE tn W a �
-- OI„ W
MINIMUM MINIMUM MINIMUM MINIMUM
MINIMUM MINIMUM SEPARATION
SEPARATION SEPARATION _
SPAN AT SEPARATION AT SPAN SEPARATION AT SPAN SEPARATION AT
a LOAD LESS LOW ELEVATION' THAN
ATOR ELEVATION LESS ATOLOW ELEVATION'
R (PSP) THAN BELOW 30' 30-ABOVE' THAN BELOW 30' 30'ABOVE THAN BELOW 30' 30'ABOVE
ABOVE GRADE ABOVE GRADE ABOVE GRADE
£ GRADE GRADE GRADE y
a 4'-0" 7.73" 1.65' B'-7" 6.60" 7.17" 6'-3" 3.98" 3.21" zd ri
38 7'1" __7.73" 4.38" T-9" 8.60'• 6.69" 5'-3" 3.96" 2.58" a
12'-0" 8.78" 8.78" 7'-W 8.60" 5.97" 4'4" 3.98" 2.24" Pic=LL
4'-0' 1 7.73" 1 1.69" 6'1" 8.60" 4.94"
40 7'-0" 7.73" 4.56" 5'-0" 8.60" 4.10" a E m k+=o
11'-5" 8.33" 8.33" 4'-0" 8.60" 3.58" u$2•
a 1 a
4'1" 7.73" 1.77" a n Om w
45 7'1" 7.73" 5.01" u S o
10'-1" 7.73" 7.39" p' J O 3
4'-0" 7.73" 1. GLASS SEPARATION
86" d In Q
50 7'-0" 7.73" 5.45"_ SCHEDULE NOTES: "m
9'-1" 7.73" 6.87" 1. GLASS SEPARATION SCHEDULE O
W-O" 7.73" 2.03" PROVIDES MINIMUM SEPARATION O
3 60 7'1" 7.73" 6.34'• DISTANCE REQUIRED BETWEEN EXTERIOR
T-7" 7.73" 6.57" FACE OF GLAZING(OR OTHER PRODUCT u
s BEING PROTECTED)AND INTERIOR FACE
70 4-0" 7'73 2'20 OF INSTALLED STORM PANEL.
6'-7" 7.73' 6.38" 2. SEPARATION DISTANCE PER THIS
120 3'-10" 7.73" 2.74" SCHEDULE IS REQUIRED FOR USE WITH
POSITIVE LOADS ONLY.
J.SEPARATION FROM GLASS IS
REQUIRED ONLY WHEN INSTALLED H$$b$g6666
WITHIN ASTM WIND ZONE 4 ANDIW ��� epa
E ESSENTIAL FACILITIES. Cyfpf iiia§
6
t"
i �S9 RtL TCR H •P
COPIWNifPA4(LBUU4MOPE
15-2494
Eg PAGE PESCRIPlllR
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