HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS STORM PANELS 6/18/2021 Florida Building Code Online
FLOPIOA OVARTMENT OF Li iYl ait
ProfessionalBusiness & Regulation
r
BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search
bpr
Product Approval` USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
OFFICE OF THE FL# FL11398-R5
SFCRETARY
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft. Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Tom Johnston
tomj@tc-alum.com
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/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 the John W. Knezevich
Evaluation Report
Florida License PE-41961
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By ORLANDO L. BLANCO, P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL11398 R5 COI KC Certificate of Independence 2020 DSS.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIL5KI5SWId8L8NgFguofa%2fVBYMwOc%2bfQZnvostumhxg%3d%3d 1/2
6/18/2021 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 08/11/2020
Date Validated 08/12/2020
Date Pending FBC Approval 08/19/2020
Date Approved 10/13/2020
Summary of Products
FL# Model,Number or Name Description
11398.1 050&0615 STORMLOCS PANEL 2"X 12"ALUMINUM STORM PANEL
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11398 R5 II KC PED TandC 050 061 Panels Drwg 20-014
Approved for use outside HVHZ:Yes SS.pdf
Impact Resistant:Yes Verified By: John W. Knezevich PE 41961
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See Span Schedule Sheet 2 of installation drawings. Evaluation Reports
FL11398 R5 AE KC Evaluation Report 200414 SS.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us::2601 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:
® ® ® i`
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIL5KI5SWId8L8NgFguofa%2fVBYMwOc%2bfQZnvostumhxg%3d%3d 2/2
u
LIMIT ONE HALF PANEL PER OPENING Z
0 Y
oo _
2.02" L 2.02" 2.02" 062" 2.250" .060"3.00" MAX. 2.250" > � m0'"o 0
1.05" I I I I 1.05" MIN. r J ,,,In< u
(TYP.) (TYP.) 0 2.250" o o Lu
1.01" 1.07" 0 1,17" 1.07" 0 N Ln .094" T P. .094" T P. % .101" 094" Z =m* d N
N N
o �mNa,i?
SEE NOTE N SEE NOTE N = 094" in .094" W V v 0,0
.094" Ln J .120" o v c o
No. 12 No. 12 o rn N o o N cn Z 2 a,m^i 333n
1.17' o o = Ln
o N o 062" 125" Ln rn. U E�3�
m �.062' I 062"
12.00" COVERAGE 6.000" COVERAGE 062' rn N E2.
c� o - Q � 0,Ln O
N .375" 375" �i V N `AA° F- r
14.375" 8.332" " 00" 2.020" 250" to ,T
Z a
0
O STORM PA 1'-0"PANEL 1a HALFSCA STORM o
PANEL
O SCALE HEADER - 1'-0 O SCALE D 3R' = 1'-0" 3a BUILD OUT°U"HEADER � Y u
1/4-20 MACHINE J
1/4-20 MACHINE LIER
12" 1/4-20 MACHINE 1.525" W
3.385" MAX. Z o
SCREW ?12" O.C.(STUD SCREW 12" O.C.(STUD
DIRECTION MAY MAY �° B86" 886" Q
BE REVERSED) RSED)o DIRECT ON MAY d oo
o BE REVERSED) 375" R 5,_ 24q" 5241 .092' 177"
0 0 12 S�TYP �I 090" �`�II 090" (TYP.) o
1-• .125" TYP. cv NA.150" � .150" _ .465". 55" � � � z o
�n .215 .215" cn.215 .215" o ' F. y o >o
.0911, o _ m y �= gaQa
2.00" MIN. 2 00 0 660" N 313' o a
5.00" MAX. 632" N
I � 090" .090" m N w
OSTUD ANGLE STUD ANGLE L-z SYM. .315" R YM 377"
4a O STUD ANGLE 7°°' z
SCALE : 3" = 1'-0" SCALE : 3" = 1'-0" 4b 1.00" MIN. o01
SCALE : 3" = 1'-0" o a
a _oo
5.00" MAX. J y�
GENERAL NOTES: Q o
O ANGLE OC-TRACK(FINISH) 6a C-TRACK O BUILD-OUT F-TRACK � a
1. THIS PRODUCT EVALUATION DOCUMENT(PED) REPRESENTS A SHUTTER SYSTEM ANALYZED AND TESTED IN SCALE : 3" = 1'-0" SCALE : HALF SIZE SCALE : HALF SIZE SCALE: HALF SIZE F w
ACCORDANCE WITH THE FLORIDA BUILDING CODE, 7TH EDITION (2020) FOR USE WITHIN AND OUTSIDE OF p
THE HIGH VELOCITY HURRICANE ZONE(HVHZ). .376" .376 3
2. PRODUCT PERFORMANCE TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201, TAS 202, &TAS 203 .190" .190"
AND THE SYSTEM IS LARGE MISSILE IMPACT RESISTANT. N 563'
3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN .440" Q a=
ACCORDANCE WITH ASCE 7-16 UTILZING ALLOWABLE STRESS DESIGN (ASD) LOAD FACTORS. CALCULATED313".452" 655" 313" .465" .655"
WIND LOADS SHALL BE MULTIPLIED BY THE LOAD FACTOR 0.6 BEFORE REFERENCING THESE DOCUMENTS. 25
4. FOR WIND LOAD CALCULATION IN ACCORDANCE WITH ASCE 7-16, A DIRECTIONALITY FACTOR OF KD=0.85 0 " (TYP ) r 0.090" (TYP.)
.090 . o
m
MAY BE USED. 30"
5. NO ALLOWABLE STRESS INCREASE IS UTILIZED IN THE DESIGN OF THIS SYSTEM; HOWEVER, A WIND LOAD
DURATION FACTOR OF Cd=1.33 IS USED FOR SCREWS DESIGNED PER NDS. o o N (20 GA. GALV.STEEL GR 40 3
6. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION PREPARED FOR 2 00„ / 88 OR 0.050"6063-T6 ALUM) C �?
APPLICATION OF THIS SYSTEM TO A SPECIFIC SITE. L LEG IONAL DIRECTION (ZAMAC 3 ALLOY) KEYHOLE N
7. THESE EVALUATION DOCUMENTS ARE THE INSTALLATION INSTRUCTIONS PORTION OF A PRODUCT
EVALUATION AND SHALL ONLY BE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT. O Fn TRACK $a oFn ANGLE-TRACK O WING NUT 10 WASHER
8. THESE EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE
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 WIDTH UNLIMITED u
SUBSTRATES DETAILED HEREIN. (PERPENDICULAR TO A 3
9. ANY MODIFICATIONS OR ADDITIONS TO THESE EVALUATION DOCUMENTS WILL VOID THE EVALUATION PANEL SPAN)
DOCUMENTS. TYPICAL SECTIONS' TOP MOUNT } o 0 9
10. WHEN SITE CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS, THE BUILDING OFFICIAL MAY _ _
REQUIRE THAT SITE SPECIFIC DOCUMENTS JUSTIFYING THE DEVIATION BE PREPARED, SIGNED, DATED AND
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. .315"0 F Ja oc
11.EACH PANEL OF THE ASSEMBLY SHALL BE PERMANENTLY LABELED AT A SPACING NO GREATER THAN 36"ON 5•- z u0- Scale: AS NOTED
THE EXTERIOR FACE WITH THE FOLLOWING MINIMUM INFORMATION: SIDE -�
TOWN&COUNTRY IND. Z 1 o Drawn by: JWK
\ 1.00" MOUNT Zw
FORTLAUDERDALE,FL Q Q PLAN \ 0 PLAN =aQ Date: 08/11/2020
o VIEW 650"� VIEW �o:o-
TAS 201,202,&203 ~ / w w J.W. Knezevich
=o- Professional Engineer
9 LB LARGE MISSILE x KEY HOLE SLOT/ -
FBC APPROVAL NUMBER H � �� FL License No.:PE 41961
Lmax., SEE STORM PANEL SPAN
12.ALUMINUM STORM PANELS SHALL BE 3004-H34 OR 5052-H34 ALUMINUM ALLOY WITH MINIMUM THICKNESS 11) D ..•■•■■..
o / .•• ••
AS SPECIFIED IN THE APPLICABLE SPAN TABLES. w w 1 SCHEDULE - TABLE 1 •• KN EZE ••.
13.ALL EXTRUSION SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N. vw) u TYPICAL HORIZONTAL ELEVATION :• ; • ••'• �� •••
14.ALL BOLTS,STUDS,AND WASHERS,EXCLUDING INSTALLATION FASTENERS,SHALL BE STAINLESS STEEL WITH A v1 315"� • ,.•;��G E NS'•.•�' •
SCALE: 1/4" = 1' - 0" ; F '•.y .
MINIMUM TENSILE STRENGTH OF 60 KSI,U.O.N. m Z ' NO.41961
15.TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY BE E d /
MOUNTED HORIZONTALLY WHERE APPLICABLE. H & U HEADERS MAY NOT BE USED FOR HORIZONTAL w V)MOUNTING CONDITIONS. /1654)0 a TM : * * * ■ ZJ
16.TRACKS MAY BE REMOVABLE PROVIDED REMOVABLE ANCHORS ARE USED. O
17.IF PANEL OVERLAPS OPENING BY 1.5 TIMES THE GAP BETWEEN THE WALL AND PANEL,NO SIDE CLOSURES ARE _ _ � '�" 2 ■
KEY HOLE SLOT {,�,�,�;� '•O STATE O •• ■
REQUIRED. 12"
18.PROVIDE SEALANT AROUND PERIMETER OF COMPONENTS IN CONTACT WITH STRUCTURE TO PREVENT (TYP.) BOTTOM MOUNT ®� ���•�•• �(
WATER INTRUSION BEHIND COMPONENTS. • '••..ORID•.••'�� Drawing No,
TYPICAL VERTICAL ELEVATION HURRICANE PROTECTION ••'S% A%-��••� KC20-O414
SCALE: 1/4" = 1' - 0" 0'•■■■••••• Sheet 1of8
J
J
Z dj on
17,0 . '
OOF
Z �n
aOON C
n Q O U
W NJD U
.I LL
N 3:=.>
Z = vm
W v) o n E'C
6�p N G
u O O�YY
TABLE 1: PANEL SPAN SCHEDULES TABLE 2: MINIMUM SEPARATION FROM GLASS SCHEDULES Z = 30
0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS > oar 30
LLJPOSITIVE OR L max. L max. POSITIVE OR L max. L max. POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION u LLJ
Z ~ 'o ASO SHUTTER FROM GLASS ASD SHUTTER FROM GLASS
NEGATIVE FOR FOR NEGATIVE FOR FOR SPAN INSTALLATIONS INSTALLATIONS SPAN INSTALLATIONS INSTALLATIONS Y u°
ASD POSITIVE NEGATIVE ASD POSITIVE NEGATIVE WINDLOAD WINDLOAD
WINDLOAD WINDLOAD W' �L� < 30' >30' W' 'L' <_ 30, >30'
ASD ASD ASD ASD
W WINDLOAD WINDLOAD W WINDLOAD WINDLOAD (PSF) ABOVE GRADE ABOVE GRADE (PSF) ABOVE GRADE ABOVE GRADE
(PSF) (PSF) 72" 3" 1-3/8" 72" 3" 1-1/2" W
23 144" 144" 27.5 1144" 144" 30 104" 3" 2" 27.5 104" 3" 1-7/8" z o
" 5 135 " 3-1/4" " " "144 4-1/8 3-1/8
25 141" 144" 30 143" 144"
30 13S" 144" 35 138" 144"
72" 3" 1-1/2" 72" 3" 1-1/2" r�" P
40 104" 3" 2-1/8" 40 104" 3" 2" L
35 130" 144" 40 133" 144" O z o rn
126" 5' 3-1/4" 133" 4-1/8" 3-1/4" - 9'
40 126" 143" 45 129" 144" 72" 3" 1-1/2" 72" 3" 1-1/2" N �_ �ol
C J �Q�
45 122" 135" 50 126" 139" a a
50 104" 3" 2-3/8" 50 104" 3" 2-1/4"
50 119" 128" 55 123" 132" 119" 5" 3-1/4" 126" 4-1/8" 3-1/4" Z EcoLL
55 116" 122" 60 120" 127" 72" 3" 1-5/8" 72" 3" 1-5/8" = o" a
60 111" 117" 65 118" 122" 60 104" 3" 2-5/8" 60 104" 3" 2-3/8" J a o 0
111" 5" 3" 120" 4-1/8" 3-1/4" < �
65 107" 112" 70 116" 117" 72" 3" 1-5/8" 72" 3" 1-5/8" 1 a
70 103" 108" 75 113" 113" 70 103" 3" 2-3/4" 70 104" 3" 2-5/8" cn Q F o
7S 96" 104" 80 109" 1091, 80 72" 3" 1-5/8" 116" 4-1/8" 3-1/4" 3 a
80 90" 99" 85 106" 106" 90" 3" 2-1/4" 72" 3" 1-5/81,
o
60" 3" 1-1/2" 80 104" 3" 2-3/4"
85 84" 93" 90 102" 102" 90 0
90 80" 88" 95 96" 96" 80" 3" 2" 109" 4-1/8" 3-1/81,
100 60" 3" 1-1/2" 90 60" 3" 1-1/2" o�
95 75" 83" 100 91" 91" 72" 3" 1-3/4" 102" 3" 2-7/8"
100 72" 79" 110 83" 83" 110 48" 3" 1-3/8" 100 60" 3" 1-1/2"
110 65" 72" 120 76" 76" 65" 3" 1-5/8" 91" 3" 2-3/8" o
120 60" 66" 130 N.A. 70" 120 48" 3" 1-3/8" 110 48 3" 1-3/8" .Q
130 N.A. 61" 140 N.A. 65" 60" 3" 1-1/2" 83" 3" 2-1/8" O a
140 N.A. 56" 150 N.A. 61" 120 48 3" 1-3/8"
76" 31, 2" a
150 N.A. 52"
>.3
a
a
m
TABLE 1&2 NOTES:
1. SEE SECTIONS FOR SHUTTER SPAN DEFINITION.
2. FOR TABLE 1, DETERMINE BOTH THE POSITIVE AND NEGATIVE ASD WIND LOAD. Scale: AS NOTED
CHECK THE MAX SPAN FOR EACH AND USE THE LESSER OF THE TWO VALUES. Drawn by: JWK
3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD TO Date: 08/11/2020
DETERMINE ALLOWABLE SPAN. J.W. Knetevich
4. FOR TABLE 2, ENTER AT A POSITIVE LOAD>_ PROJECT POSITIVE LOAD AND SPAN>- Professional Engineer
PROJECT SPAN TO DETERMINE MINIMUM SHUTTER SEPARATION FROM GLASS. FL License No.:PE 41961
........IF
...
EZ
�' F•••�'
TIM � N0.41961
U
'4' 'W
:� • STATE O • �.'
Tr .��. •����
A •�O~L�•••1p1 O f1 1 • ��� • Drawing No
* .
HURRICANE PROTECTION •`sS� "** ,.• KC20-0414
NA
`..••.. sheet 2 of 8
EXISTING CONCRETE, EXISTING CONCRETE, _ u
HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR EXISTING CONCRETE, OPTIONAL LEG DIRECTION Z -V+ J
WOOD FRAMING WOOD FRAMING HOLLOW CONCRETE BLOCK OR C3 CONNECTION TYPE m c
C3 CONNECTION TYPE C3 CONNECTION TYPE WOOD FRAMING C1 CONNECTION TYPE Z a Nm 5
REFERENCE ANCHOR (TYP. TOP AND BOTTOM REFERENCE ANCHOR > F' Z ; o�
MB t.a, REFERENCE ANCHOR MB •'. SCHEDULE FOR MAX. SCHEDULE FOR MAX. :3mQ"o
•y SCHEDULE FOR MAX. A. SPACING J
>g: SPACING =s SPACING W 'LLu
1/2' ., 1/4" MAX. '✓ Q. EQ. He• >a',
w :.�, 2 1/4" MAX. w '1a iv N Z x m N N
F- 'b: 1- v ar
Q j. Q N „;: 5rz
1/4" MAX. (/� p nN°1 c
MB. :✓ W U v o�YY
w Ll :l. w O I 3a -- ;:f Z v o
Z J ''� :'s�.;`,ri.': Z Z o V N E' M
Q m Q w :r 3 � ode� V N wEXISTING a s n F l7 N '/ Z w m z
GLAZING 1 EXISTING 1 , - R•r Q in W
SEE MIN. GLAZING o � w o 1 H Y CL
„,.yin.µi,�,. u
STORM PANEL 0 w SEE MIN. w D s• i
SEPARATION (n 0 STORM PANEL w ow ui
FROM GLASS w o SEPARATION w EXISTING H
TABLE 2 w = FROM GLASS " vs GLAZING SEE MIN. J
u TABLE 2 m z STORM PANEL w LLI
to Ow Z
rXo z SEPARATION N u Q
Q
FROM GLASS v V) d "�
0- TABLE 2 z
O Jn
WALL MOUNT3 SECTION B OPTIONAL TOP MOUNTING C BUILD-OUT MOUNT SECTION �' Ln 00 ,'''
0 O SCALE: 3" = 1' - 0" O SCALE: 3" = 1' - 0" U) �_ a
EXISTING - g u c,
SEE MIN. GLAZING Z e
STORM PANEL w w o'
SEPARATION _ EXISTING z SEE MIN. 40
z
a Co STORM PANEL Q m J a N o 0
FROM GLASS w w GLAZING a s Q ,
TABLE 2 z (a �- SEPARATION o Q i o Q;
a Q o FROM GLASS TABLE t a g
F i t:, s_
ui
o f t7 ~ �� N Lj 4 4a MAY BE o ot{ o
0 0 Z ":„.�� EVERSED W = c
w ; a y. Ln
sw w J 0. ,;s. 9 � O
w F, 4 4a4b Ln u B ,? T o
w0� mz 7'% -' °
j" � a MB,;
to 1/4" MAX.
• C1 CONNECTION TYPE C1 CONNECTION TYPE '?'� iv � 5 0
MB "' REFERENCE ANCHOR REFERENCE ANCHOR "'
1/4" MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. C c
C1 CONNECTION TYPE REFERENCE ANCHOR SPACING SPACING i:t LOCK NUT 1/4-20 MACHINE BOLT W/12" O.C. .0
'•i'� (la
SCHEDULE FOR MAX. EXISTING CONCRETE, OPTIONAL (TYP. TOP & BOTTOM) >
SPACING HOLLOW CONCRETE BLOCK 0 C1 CONNECTION TYPE LEG DIRECTION
WOOD FRAMING. SEE DETAIL E� REFERENCE ANCHOR N
D WALL MOUNT SECTION SCHEDULE FOR MAX.
O SCALE: 3" = 1' - 0" O BUTALD OUT SECTION o SPACING F 3
O BUILD-OUT MOUNT SECTION ,,Y
SCALE: 3" = 1' - 0"
EXISTING CONCRETE,EXISTING v
GLAZING SEE MIN. HOLLOW CONCRETE o
STORM PANEL A
OCK OR WOOD
SEPARATION ` FRAMINGEXISTING
FASTENER 6" O.C. OR�° FROM GLASS GLAZING ��12" O,C. BUT DO NOT TABLE 2 � C5 CONNECTION TYPE � `- \Ali/ Scale: AS NOTED
EXCEED ANCHOR aff
. REFERENCE ANCHOR w w
SCHEDULE FOR MAX. Q COSCHEDULE SPACING. � 3 z Drawn b 1WK
USE REMOVABLE ANCHOR J .= Q Q. SPACING a Date: 08/11/2020
®�
WITH KEYHOLE WASHER , 1/4" 1.W. Knetevich
OR ANCHOR WITH WINGNUT z ;zf}; t;;'Ls,•:*p` ., %1; A SEE MIN. HURRICANE PROTECTION
WASHER. LOCATE FASTENER Q m r MAX. 0 w Professional Engineer
Q STORM PANEL 1 _j FL License No.:PE 41961
IN NARROW PORTION OF o s- EXISTING SEPARATION 0
KEYHOLE WASHER 1 i GLAZING w w FROM GLASS w w •...■...�
C1 CONNECTION TYPE 0 w 3 z -s TABLE 2 w w �..
REFERENCE ANCHOR � Q M vi = •' rCNEZF '.
SCHEDULE FOR MAX. F,.,. i j 0 a Q 4 4a 9 '" tn
w �•�•' E N•• .
SPACING o.;.r; ars,: w w E ~ m z , �•�•••�,� SF•,Ciy'.
l7F- :3 10 vs = Ow Ea
u o NO.41961
0 o sn SEE MIN. F �
z STORM PANEL N 0
E Q SEPARATION 1 w �w 1/4" MAX. '
: ; a FROM GLASS to =
TABLE 2 " N C4 CONNECTION TYPE%
MB-; X z ap 1" 1" REFERENCE ANCHOR % STATE OF ;•tv�:
f0
Q SCHEDULE FOR MAX. :�0 • �4:
E LL'\ SPACING %�5 • 0R1 ..••����• Drawing No.
O DIRECT MOUNT SECTION O CEILING MOUNT SECTION J �' O FLOOR MOUNT SECTION SS10rq.. �•'�. KC20-0414
SCALE: 3" = 1' - 0" SCALE: 3" = 1' - 0" SCALE: 3" = 1' - 0" ''••.....■••• sheet 3 of 8
C1 CONNECTION TYPE u
REFERENCE ANCHOR J w w J
SCHEDULE FOR MAX. Z J za m Z � _4 0
SPACING C3 Q °� ° < V' 1ONm
w B a ~ ALUM. STUDDED ANGLE E o uj , z �M`"E o
> i W/ 1/4-20 STUDS „ J � 0 3�
o w (al 12" O.C. 9 w M W "u
EXISTING CONCRETE, :;.y° r. EXISTING J ,,, _ u
GLAZING ❑ � u Z = w
HOLLOW CONCRETE BLOCK OR ra -� N v, va a,
WOOD FRAMING In w x,' Z _j SEE MIN. 1 w ❑w o z W O ON-
(TYP. TOP AND BOTTON) — ❑ EMB.'t' Q °� STORM PANEL qLU e a Z = v�N 3�
Lu 9 n F SEPARATION 8 Z u N g^ a
w iyi I FROM GLASS Z 1 N c>a°� pp
4:• a TABLE 2 Q W 0 (n ;=
ow Ea W F o0
y- j J to Z CL
EXISTING w ❑ C4 CONNECTION TYPE Y °
w 1/4" MAX.
GLAZING ANCHOR
u SCHEDUREFERENEEFOR MAX.
1 u -1/2' 2"
� C CONNECTION TYPE MIN. MIN.
SEE MIN. SPACING
x op 1" 1" REFERENCE ANCHOR J
STORM PANEL m Z F SCHEDULE FOR MAX. W
SEPARATION E d w� SPACING Z o
FROM GLASS cn EXISTING CONCRETE, EXISTING CONCRETE, Q "'
M
TABLE 2 HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR CL
WOOD FRAMING WOOD FRAMING �• �P
O ISCARLE:3" 1' SECTION O sc00REM0UNT SECTION BUILD-OUT SECTION O �� z
b d O SCALE: 3" = 1' - Q„ ~ �� a Rcr
�rn
1"x 2 J y �o 2 Q�x
2"x 2" w w EXISTING F w > > a
EXISTING CONCRETE, x 0.055" 6063-T6 STORM PANEL Z J GLAZING D -j m p w
2"x 4" SEPARATION Q m oz m Z
ALUM, TUBE 1 a. SEE MIN. o
HOLLOW CONCRETE BLOCK OR 2"x 5" Q Q Q
WOOD FRAMING FROM GLASS H �a g = o• a
EMB b C3 CONNECTION TYPE E STORM PANEL 2 0
REFERENCE ANCHOR TABLE 2 m SEPARATION w� = a o 00
SCHEDULE FOR MAX.
� � FROM GLASS N W T Q d o h
u• SPACING � TABLE 2 y; 4 4 a 9 Z o a
w `•
i:.a:;. ❑ XQ ❑ 30.
w F -"'''r'a• 4 w w �a w w
Gs 1/2" yn �? vwi = 1 E = c
w 1/4" MAX. ❑ - 4a 4b u J u
p ? w w d >x N Z MAX. o
E Q 1/4-20 S.S. BOLTLO
J N `!: �,I '?;'• trti�;{;.`v ;w�'�:'Q''':a & NUT (al 11" O.C. cz
EXISTING ° F-- w ,• N EM .,r, DOUBLE 2" x 5" x 1/8" �
GLAZING 1 F 1/4" MAX. oALUM. ANGLE
a , C1 CONNECTION TYPE
SEE MIN. o w EM REFERENCE ANCHOR C2 CONNECTION TYPE
STORM PANEL -' ;�Zb SCHEDULE FOR MAX, o
REFERENCE ANCHOR
� o SPACING °' SCHEDULE FOR MAX.
SEPARATION w ❑ b d x;, jrSPACING `0
FROM GLASS
TABLE 2 twit' u 1"x 2" CO)c c
u
x 0.055" 6063-T6 ALUM. TUBE 'ui v"
Z 2„x �+. .
E Q 2"x 5" ;;; EXISTING CONCRETE, d
J a INSIDE MOUNT SECTION HOLLOW CONCRETE BLOCK
O WALL MOUNT SECTION O WALL MOUNT SECTION OR WOOD FRAMING o
N SCALE: 3" 1' - 0" SCALE: 3" = 1'-0'
=
SCALE: 3" = 1' - 0" WOOD ROOF TRUSS ONE 1/4"O�x MIN. 5" LONG a 3
TWO 1/4"�Dx MIN. 4" LONG STAINLESS STEEL THREE 1/4"cox MIN. 4" OR FRAMING MEMBER WOOD LAG SCREWS
EXISTING WOOD LAG SCREWS @ 24" O.C. MAX. WITH LONG WOOD LAG SCREWS 1-1/2"1-1/2" (al 24" O.C. MAX. WITH
WOOD FRAMING 1-3/4" MIN. EMBEDMENT INTO EXISTING STUDS (al 24" O.C. MAX. WITH 1-3/4" EXISTING STUCCO FINISH 2-1/2" EMBEDMENT
1" x 4" x 1/8" x CONT. ALUM. EMBEDMENT INTO WOOD OR PLYWOOD SOFFIT r Q EQ. INTO WOOD MEMBER °
MEMBER
rR: 1/2" TUBE WOOD ROOF TRUSS w
TYP #14 x 3/4" 1-1/2"1-1/2" OR FRAMING MEMBER WO 1/4"fix MIN. 4" LONG
! TEK SCREW HALL BE PERPENDICULAR EXISTING w WOOD LAG SCREWS Scale: AS NOTED
^�- 4 4a4b (al 8" O.C. TO THE PANEL FACE GLAZING 24" O.C. MAX. WITH
d << 1/4" MAX. Q. E
-1/2" EMBEDMENT Drawn b JWK
i,; w EMBED. LL' iffm Date: 08/11/2020
{, TO WOOD MEMBER
J EXISTING STUCCO
Z J FINISH OR PLYWOOD 1/4" J.W. Knezevich
.:; Q m SOFFIT 1" x 4" OR 1" x 6" MAX. Professional Engineer
Q FL License No.:PE 41961
a F y.I -;4 •.x;• , •0, 062" CONT. ALUM. 3
r 9 �. 1/4 TUBE (6063-T6)
�:. y '3:• „ , ys.._ s MAX. #14x3/4' .. .•••
.....
o w TEK SCREW �••' ••w`
V KNEIF •
_j 12' O.C. • •
V) ❑ 3 #14x 3/4" LL SEE MIN. STORM @
EMBEDMENT r w w 2" x 5" x 1/8" TEK SCREW-tZ Ln PANEL SEP. FROM BETWEEN
' 'v,-x '�CEN'rF•'•.'S��
w = x CONT. ALUM. (al 12" 0 C o GLASS TABLE 2 NO.41961 '
Ln u ANGLE OR 4" BETWEEN N w
X V) x 1/4" x CONT. TRUSSES ❑ r �z N
EXISTING m z ALUM. FLAT ��
GLAZING E SEE MIN. STORM 1 xX ❑ O G� "" to
yd EXISTING PANEL SEP. FRO E a Q BUILD-DOWN SECTION 0Dp � ;
O STATE OF
GLAZING E o Q R �' 1, .'C �•
SEE MIN, STORM PANEL GLASS TABLE 2 J J � SCALE: 3" = 1' - 0" . ,p �•�(V.
SEPARATION FROM �v EF ❑ � 0, ��ORIO.••' �� •
GLASS, TABLE 2 CEILING MOUNT SECTION �� J o '. PCs,'•••..,,, •.. �: Drawing No.
OBUILD-OUT SECTION SCALE: 3" = 1' - 0" HURRICANE PROTECTION •. •
SCALE: 3" = 1' - 0" Q J ' .S�Oryg1.E�• ' KC20-0414
••4...'''�� sheet 4 of 8
_ 0 u
VZ_ J J
J pQ
00
11^^ 00 Y
V MNpQ �
Z a�ON C
LOCK SYSTEM IN PLACE O 6a J V) ou
WITH A THUMB SCREW USE OR WITH W .moo
LL L
GLASS OR OR TRUSS HEAD BOLT. 1/4-20 x 3/4" (A ;->
DOOR J MACHINE SCREW N Z =m N N
Z _j WITH .675" x .675" O on C C
SEE MIN. 1 m 1 U v.
STORM PANEL d a x RE SQUARE Z U r o
SEPARATION �- SCREW HEAD V �En 30
FROM GLASS o 9 1/2" O.D.x 1/4" I.D. x 3/16" 0 uj oar
TABLE 2 o w 6 6a o a OR %ON 0 SSS.INUT ( YT( YT P.)4 V W '-
1/4-20 x 3/4"
to MACHINE SCREW
DETAILL w �w WITH .675" x .675" W�J Y o
w = x .125" SQUARE u� 1 u
SCREW HEAD z o
N x
W p W E a 5/16" I.D. AND q W
1/2" O.D. x 3/16" Z o
01
J V \ MINIMUM NYLON
BUSHING OR 1/4-20 mcol M
1/16" NUT (GALVANIZED) a C1 CONNECTION TYPE MIN. 0
MB, REFERENCE ANCHOR W w
SCHEDULE FOR MAX. C-TRACK BLOW UP O\ - z J o
EXISTING CONCRETE, SPACING �y 8 a
HOLLOW CONCRETE BLOCK OR SCALE: HALF SIZE in
$2 == g c a
WOOD FRAMING C-TRACK ASSEMBLY g
O(ISOMETRIC VIEW) /FIAL m m g
S1 C-TRACK ASSEMBLY-INSIDE MOUNT NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN S3 N.T.S. LOCATION Z e
SCALE: 3" = 1' - 0" "h"HEADER OR"U"HEADER TOP MOUNT OF STUD '= a• a
a N�
J o oaQ�
SHUTTER OVERLAP SHALL BE A MINIMUM w
OF 1.5 TIMES THE SIDE CLEARANCE 06 o
FASTENER @ 12"O.C.FOR DESIGN LOADS LESS THAN OR
BETWEEN THE SHUTTER AND WALL
EQUAL TO 110 P.S.F.&@ B"O.C.FOR DESIGN LOADS
1/4" GREATER THAN 110 P.S,F.(SEE ANCHOR SCHEDULE FOR CR
ANY ACCEPTABLE ANCHOR) A
MAX. f
1/4" MAX. 1/4" MAX.
MAX. 1 ALUM. ANGLE 1 " MAX
FASTENER dal 12" O.C. FOR Z
Am BUILD-OUT CLOSURE PIECE DESIGN LOADS LESS THAN OR F
DISTANCE 1" x 2" x 0.125" MIN. TO EQUAL TO 110 P.S.F. & @ 8" O.C. o
EXISTING CONCRETE, 2" x 5" x 0.125" MAX. FOR DESIGN LOADS GREATER 1 ALUM. ANGLE ti a
HOLLOW CONCRETE BLOCK THAN 110 P.S.F. (SEE ANCHOR CLOSURE PIECE c
0 1" x2" x0.125" MIN. TO
OR WOOD FRAMING. EXISTING CONCRETE, w SCHED. FOR ANY ACCEPTABLE y
HOLLOW CONCRETE BLOCK m ANCHOR) 2" x 5" x 0.125" MAX, EXISTING CONCRETE, >
OR WOOD FRAMING. SEE E HOLLOW CONCRETE BLOCK CD
Q, 8
ANCHOR SCHED. BASED " MIN w OR WOOD FRAMING. SEE o
ON TYPE OF STRUC. ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE
T1 WALL MOUNT CLOSURE DETAIL T2 BUILD-OUT MOUNT CLOSURE DETAIL T3 TRAP MOUNT CLOSURE DETAIL
SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0"
A �
°c
O Scale: AS NOTED
Drawn by: JWK
Date: 08/11/2020
-EXISTING
J.W. Knezevich
6�,ewafl
1/4-20 S.S. BOLT 1 _ EXISTING Professional Engineer
& BOLT & WINGNUT 0J' BAY jvl�
WINDOW HURRICANE PROTECTION FL License No.:PE 41961
1 @a 24" O.C. (TYP.) 1/4-20 S.S. BOLT ••■••••
& BOLT & WINGNUT
.• ••
(a� 24" O.C. (TYP.) 1/4-20 S.S. BOLT :��•• KNEZFIi��•.
20 GAGE STEEL & BOLT & WIGNUT �' �••'\LEjUS•. �` :•
BENT PLATE p 24" O.C. (TYPjN
1 • \• F''•.•y •
OR2" x2" x1/8" 1
6063-T6 ALUM. 20 GAGE STE NO.41961
ANGLE BENT PLATE 1" OVERLAP
1" OVERLAP
1 6063-T62ALU ■ * '
4"
BENT PLATE 4" J/ffIZ�ZV
MAX. MAX. '.'� ' STATE OF '•�:
CORNER CLOSURE DETAIL CORNER CLOSURE DETAIL CORNER CLOSURE DETAIL '0�` • �� O awing No.
U1 U2 @Fs.''•••... '••(�
SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" .��...r ONA` • KC20-0414
••■"•• sheet 5 of 8
ANCHOR SCHEDULE 5" LONG HANDLE U
RIVETED TO PANEL FAST HOLE FOR
FASTENING PANEL Z � ao
FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS C1 CONNECTION TYPE � � 00
c
REFERENCE ANCHOR 1,_2-- l7 �N0)
U SPACINGSCHEDUL E FOR MAX. 1 '\ J NOQ V U
MAX SPANS UP TO SPANS UP TO SPANS UP TO 1 /W o s
LOAD 514Y 9'-0" 12'-0" PUNCH 1/2" x 1" HOLES IN - 3 v
ANCHOR TYPE (PSF) ADJACENT PANELS TO RECEIVE ":i l; ,.ai: :. N Z =n v v v
SEE (SEE NOTE I) (SEE NOTE 1) (SEE NOTE 1) THIS BOLT W/ PM NUT. PLACE N 0"' m n 11� 0 �mNCY
U) NOTE1 CONNECTIONTYPE CONNECTIONTYPE CONNECTIONTYPE PANEL OVER EACH ADJACENT - W V wo ''§
X = v ory 3�
w (SEE NOTES) (SEE NOTES) (SEE NOTES) PANEL AND FASTEN WINGNUTS � y,;; 1"� V 0^30
FROM THE INSIDE �fMBfD. :: ►�/ ® j o��30
0.75"Edge Distance cn
N ° m
w W
C1 C2 C3 C4 C5 C1 I C2 C3 C4 C5 C1 CZ C3 C4 C5 EXISTING HOLLOW Z
48.0 16 16 16 11 9 116114 9 6 5 16 11 7 4 4 O9 TYP. CONCRETE BLOCK ® Y
u
�C 62.0 16 16 13 8 1 7 1 16111 7 4 4 16 8 5 3 3 (MAX.PANEL HEIGHT=T-4" & MAX.DESIGN LOAD 72.0GtP.S.F.)
J
76.0 16 16 10 7 6 16 9 6 4 3 16 8 5 3 3 O INTERIOR FASTENING ANGLE ASSEMBLY W
o
1/4"0 Lag Screw or Hanger Bolt 1/4-20 x 1" MACHINE V2 Z
w!min 1.75"penetration 90.0 16 14 9 6 5 16 8 5 3 3 16 8 5 3 3 SCREW STUD WITH SCALE 1-1/2" = 1'-0"
inWoodwithGz0.55 120.0 16 10 6 4 3 16 8 5 3 3 16 8 5 3 3 WASHERED WINGNUT °
m
12 O.C. (CONNECTS �N
0.75"Edge Distance To ADJACENT PANEL) DETAILS V1 & V2 NOTE: "mow J
w
C1 C2 C3 C4 C5 CA C2 C3 C4 C5 C1 C2 C3 C4 C5 THESE DETAILS DEPICT THE � ��
CONNECTION OF THE LAST PANEL Cl) a
48.0 16 16 11 9 7 16 9 6 5 4 15 7 4 3 3 FOR AN OPENING WITH PANELS a
62.0 16 13 8 7 5 15 7 4 4 3 11 5 3 3 WALL MOUNTED
INSTALLED FROM INSIDE. USE �
S" x 2" x 1/8" x CONT. 2-1/2" x 1-1/4" OF THESE DETAILS SHALL BE IN Z �a U.
�,- WIDE NOTCHES CONJUNCTION WITH AN "h" _ Q
76.0 16 11 7 5 4 12 6 3 3 r-' 11 5 3 STUDDED ANGLE o
(TYP. BOTH SIDES) HEADER OR "U" HEADER TOP a
1/4"0 Lag Screw or Hanger Bolt (SEE SECTION T) MOUNT. _ o0
w/min 1.75"penetration 90.0 16 9 6 5 4 11 5 3 i 11 5 3 J m
inVVoodw ith Gz0.42 120.0 14 7 4 3 3 11 5 3 11 5 3 NOTE: NOT FOR USE AS EMERGENCY EGRESS Q aQQ;
OPTIONAL INTERIOR FASTENING DETAIL(ISOMETRIC) _ r 3
0.75"Edge Distance V1 N.T.S. Q Z
w
c
C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 CZ
Lp o
48.0 16 8 5 9 4 7 3
o � 3
CD
62.0 13 6 4 p 7 3 5 \_
_ ANCHOR NOTES: a
V`L
7/16"0 Brass Wood Bushing 76.0 10 5 3 6 5
SEE SHEET 8 FOR ANCHOR NOTES.
w/7/8"embed 90.0 9 4 5 5
Q in Wood w ith G>_0.55
O 5/16"(P pre-drilled hole 120.0 6 3 5 ANCHOR SCHEDULE
O 0.75"Edge Distance FASTENER MAXIM UM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS
( I w C ,a
C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 V O
* T 48.0 16 16 16 16 16116 16 11 13 10 16 13 8 10 7 MAX SPANS UP TO SPANS UP TO SPANS UP TO > 3
LOAD 5'-0" 9'0" 12'-0"
62.0 16 16 15 16 14 16 13 8 10 7 16 10 6 7 5 N ANCHORTYPE (PSF)
1/4"0 Bco Panelmate Pro or Female ID 76.0 16 16 12 15 11 16 11 7 8 6 16 9 6 7 5 g� (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1)
w!Staigard Finish or Stainless Steel NOTE 1 CONNECTION TY PE CONNECTION TY PE CONNECTION TYPE a 3
w/1-7/8"embed 90.0 16 16 10 12 9 16 9 6 7 5 16 9 6 7 5 W (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3)
in Wood w Ah G a 0.55 120.0 16 12 8 9 7 16 9 6 7 5 16 9 6 7 5 2" Edge Distance
0.75"Edge Distance W
w C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5
ttlit"�► C1 C2 C3 C4 C5 C1 I C2 C3 C4 C5 C1 I C2 C3 C4 C5 0
48.0 16 16 11 16 11 16 10 6 9 6 15 7 4 6 4
48.0 16 16112 12 9 16 11 7 7 5 16 8 5 5 4 Scale: AS NOTED
r 62.0 16 14 9 12 9 16 7 5 7 5 12 5 3 5 3 U Drawn b : JWK
62.0 16 15 9 9 7 16 8 5 5 4 13 6 4 4 3 z #12 Stainless Steel SMS 76.0 16 11 7 10 7 13 6 4 5 4 11 5 3 5 3 an Date: 08/11/2020
#14 Stainless Steel Wood Screw or 76.0 16 12 8 7 6 14 7 4 4 3 13 6 4 3 3 O w/2"Eyew all Armor Insert �~ Ain#14-10 Stainless Steel SMS to 90.0 16 9 6 8 6 11 5 3 5 3 11 5 3 5 3 J.W. Knezevich
90.0 16 10 6 6 5 13 6 4 3 3 13 6 4 3 3 Q w(2.0"screw embed Professional Engineer
w/1.5"embed in Grouted Block 120.0 15 7 4 6 4 11 5 3 5 3 11 5 3 5 3 HURRICANE PROTECTION FL License No.:PE 41961
n Wood w ith G?0.55 120.0 16 7 5 5 3 13 6 4 3 3 13 6 4 3 3
w 2.5"Edge Distance
0.75" Edge Distance ►- w
w j ; C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 KN E Z E
C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5
48.0 16 13 9 16 13 16 7 1 5 13 7 12 5 3 10 5 ••'� S••.,C ••
48.0 16 11 7 9 6 13 6 4 5 3 10 4 3 3 1 GEN••F •�
C7 62.0 16 10 6 16 10 12 6 3 10 5 9 4 7 4
62.0 16 8 5 7 5 10 4 3 4 3 7 3 3 NO. 41961
5116"0 Bco or Dew alt 76.0 16 8 5 15 8 10 4 3 8 4 9 4 7 4 ';
#14 Stainless Steel Wood Screw or 76.0 15 7 4 6 4 8 4 3 7 3 k '�"
#14-10 Stainless Steel SN1S uKr Uftracon
90.0 12 6 3 5 3 7 3 7 3 ' 90.0 15 7 4 12 7 9 4 7 4 9 4 7 4 fl UZ
�,�• w!2.25"embed
w/1.5"embed a'iF "� n4
120.0 9 4 3 7 3 7 31%'- in Grouted Block 120.0 11 5 3 9 5 9 4 7 4 9 4 7 4 ; STATE
in Wood w ith G z 0.42 n." . .
Q�
••���•�' .1 O .� ;•'•!��•• Drawing No.
'•%'%NALE�.•' KC20-0414
sheet 6 of 8
ZO U J
VZ J
J �
II^^ 00 N
� V �N p1 7
ANCHOR SCHEDULE ANCHOR SCHEDULE Z ON
W J J nm r uU
.LL0L.c
FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS
N y 0 m N C Y
MAX SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO V W Z U o
MAX SPANS UP TO SPANS UP TO SPANS UP TO = �an 3 N
LOAD 5'-0" 9'-0" 12'-0" 5'-0" 9'-0" 12'-0" W U
ANCHOR TYPE (PSF) I- j Noon 30O
(A LOAD 5'-0" 9'-0" 12'-0" G a
I- SEE (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) ANCHOR TYPE (PSF) yU o a
W F SEE (SEE NOTE1) (SEE NOTE1) (SEE NOTE1) V W ° no
NOTE 1 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE
NOTE 1 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE Z a
W (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) W Y U
w
1.5" Edge Distance 3" Edge Distance (SEE NOTE 3) 1 (SEE NOTE 3) (SEE NOTE 3)® C1 C2 1 C3 1 C4 C5 C1 I C2 I C3 I C4 C5 C1 C2 C3 I C4 C5 C1 C2 I C3 I C4 C5 C1 C2 C3 2.5 Edge Distance J
48.0 16 16 14 16 16 16 12 7 16 12 16 9 5 12 9 16 16115116 16 161131 8 16 15 16 10 6 16 11 * C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 Cf1 C5 Z
a
0
62.0 16 16 11 16 16 16 9 1 6 12 9 14 7 4 1 9 7 16 16112116 16 161101 6 16 11 16 7 5 13 8 - - D 48.0 16 16 16 16 16 16 14 9 16 11 16 10 7 12 8 a M
1/4"0 ITW Buildex Tapcon 62.0 16 16 13 16 15 16 11 7 13 8 16 8 5 9 6 a
76.0 16 14 9 16 13 16 7 5 10 7 14 6 4 9 6 16 15 9 16 16 16 8 5 14 9 15 7 4 12 8 moo,
w/Climaseal Coating 1/4"0 Bco Panelmate Pro 76.0 16 16 10 16 12 16 9 5 10 7 16 8 5 9 6 �i w L6 o
90.0 16 11 7 16 11 14 6 4 9 6 14 6 4 9 6 16 12 8 16 14 15 7 4 12 8 15 7 4 12 8 Q^
w/1.75"embed or Female IDw/Stalgard Finish
w!1-3/4"embed 90.0 16 13 9 16 10 16 8 5 9 6 16 8 5 9 6 H a w
in 3 ksi Concrete 120.0 16 8 5 12 8 14 6 4 9 6 14 6 4 9 6 16 9 6 16 1D 15 7 4 12 8 15 7 4 12 8 S,J P
1.5" Edge Distance 2.5" Edge Distance n 3.35 ksi Concrete 120.0 16 10 6 12 8 16 8 5 9 6 16 8 5 9 6 a a
m v <
W Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 W 2.0" Edge Distance
C1 I C2 C3 C4 05 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 =a+ rn
48.0 16 16 10 16115 16 9 5 11 8 14 6 4 8 6 16 16 14 16 16116 12 8 16 15 16 9 6 16 11 E o Q
62.0 16 12 8 15 11 14 7 4 8 6 11 5 6 4 16 16 11 16 16 16 9 6 16 11 15 7 4 14 8 48.0 16 16 14 16 16 16 12 8 15 10 16 9 G 11 7 J
1/4"0 ITW Buildex Tapcon 62.0 16 16 11 16 14 16 9 6 12 7 15 7 4 9 5 Q d o a°^�
76.0 16 10 6 12 9 12 5 7 5 10 5 6 4 16 14 9 16 16 16 7 5 15 9 14 7 4 14 8
Stainless Steel #12 Stainless Steel SMS 76.0 16 14 9 16 11 16 715 9 6 14 7 4 8 5 3 a Z rn
90.0 16 8 5 10 8 10 5 6 4 10 5 6 4 16 12 7 16 14 14 7 4 14 8 14 7 4 14 8 O O E Z
w/1.75"embed w/2.0"Eyew all Armor Insert g0.0 16 12 7 15 9 14 8 5 14 7 4 8 5 O
in 3 ksi Concrete 120.0 13 6 4 8 6 10 5 6 4 10 5 6 4 16 9 5 16 10 14 7 4 14 8 14 7 4 14 8 w/2.0"screw embedment 3 a
1.25" Edge Distance 2.5"Edge Distance in 2.0 ksi Concrete 120.0 16 9 5 11 7 14 8 5 14 7 4 8 5 o
0
CD
w 1 2.0" Edge Distance J
C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 T49
G4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 W O e
W C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5
F- 48.0 16 16 14 16 16 16 12 7 11 9 16 9 5 8 7 16 16 16 16 12 8 16 14 16 9 G 16 10 W - -
- W 48.0 16 16 16 16 16 16 15 9 16 11 16 11 7 12 8
U 62.0 16 16 11 16 13 16 9 6 9 7 14 7 4 6 5 16 16 16 16 9 6 16 11 15 7 4 12 8
Z U 62.0 16 16 13 16 15 16 11 7 12 8 16 8 5 9 6
O 1/4"0 Elco Ultracon 76.0 16 13 9 13 11 16 7 5 7 6 14 6 4 6 5 16 16 16 16 8 5 13 9 14 7 4 12 8 zw/Stalgard Coating O #12 Stainless Steel SMS 76.0 16 16 11 16 12 16 9 6 10 7 16 8 5 9 6
90.0 16 11 7 11 9 14 6 4 65 14 6 4 6 5 16 16 13 14 7 4 12 8 14 7 4 12 8 U w/2.75" ewallArmorInsert w/1.75"embed 90.0 16 14 9 15 10 16 8 5 9 6 16 8 5 9 6120.0 16 8 5 8 7 14 6 4 6 5 14 6 4 6 5 1615 10 14 7 4 12 8 14 7 4 12 8 w/2.5"screw en N a
in 2.8 ksi Concrete C
in 2.0 ksi Concrete 120.0 16111 7 11 8 16 8 L5 9 6 161 8 5 9 6 p
1"Edge Distance 2.5"Edge Distance
oEJw 1.5" Edge Distance �
C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 W C1 C2 C3 C4 C5 C1 I C21 C31 C4 C5 C1 C2 C3 C4 C5
48.0 16 15 10 15110 16 8 5 8 5 13 6 4 1 6 4 16116 16116 16116114 9 16 13 16 10 7 16 9 _ 48.0 16 14 9 16 12 16 8 5 11 7 12 6 1 3 1 8 5
1/4"0 Hillman Group 62.0 16 12 7 11 8 14 6 4 6 4 10 5 3 4 3 16 16 13 16 16 16 11 7 16 10 16 8 5 12 7 - 62.0 16 11 7 16 10 13 6 4 9 5 9 4 3 6 4 LLIU
Solid-Set Anchor 76.0 16 9 6 9 6 11 5 3 5 3 10 4 3 4 3 16 16 10 16 14 16 9 5 13 8 16 8 5 12 7 a 3
w/7/8"em bed 76.0 16 9 5 13 8 10 5 3 7 4 9 4 6 4
in 3.0 ksi Concrete 90.0 16 8 5 8 5 10 4 3 4 3 10 4 3 4 3 16 13 9 16 12 16 8 5 12 7 16 8 5 12 7 1/4"0 410 SS Powers Tapper 90.0 16 7 5 11 6 9 4 6 4 9 4 6 4 m
w/1.75"embed 0 1
&1/4-20 S.S.Machine Screw 120.0 13 6 4 6 4 10 4 3 4 3 10 4 3 4 3 16 10 6 15 9 16 8 5 12 7 16 8 5 12 7 v
n 3.0 ksi Concrete 120.0 12 5 3 8 5 9 4 6 4 9 4 6 4
w 1.25"Edge Distance 3"Edge Distance 3.0" Edge Distance
C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 1 C4 C5 C1 C2 C3 C4 C5 C1 I C2 I C3 I C4 C5 C1 I C2 I C3 C4 C5 W Scale: AS NOTED
�y C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5
i�- -- 48.0 16 15 10 15 10 16 8 5 8 5 13 6 4 1 6 4 116116116116 161161141 9116 13 16 1 10 1 7 16 9 UJb� 48.0 16116 16 16 16 16 16 10 16 14 16 12 7 16 10 Drawn by: JWK
62.0 16 12 7 11 8 14 6 4 6 4 10 5 3 4 3 116116113116 16 161111 7 16 10 16 8 5 12 7 Date: 08/11/2020
62.0 16 16 14 16 16 16 12 8 16 11 16 9 6 13 8
1/4"0 Millennium Fasteners 76.0 16 9 6 9 6 11 5 3 5 3 10 4 3 4 3 16k 14 16 9 5 13 8 16 8 5 12 7 J.W. Knezevich
76.0 16 16 11 16 16 16 10 6 14 9 16 9 5 13 8
ArollfastMchor Conc Screw Professional Engineer
w/1.75"embed 90.0 16 8 5 8 5 10 4 3 4 3 10 4 3 4 3 16 12 16 8 5 12 7 16 8 5 12 7 1/4"0 410 SS Powers Tapper 90.0 16 15 10 16 13 16 9 5 13 8 16 9 5 13 8 FL License No.:PE 41961
w/1.75"embed
in 3.5 ksi Concrete 120.0 13 6 4 6 4 10 4 3 4 3 10 4 3 4 3 16 9 16 8 5 12 7 16 8 5 12 7
in 3.0 ksi Concrete 120.0 16 11 7 16 10 16 9 5 13 8 16 9 5 13 8 •..••••■•.•
EZ
4e
ANCHOR NOTES:
NO. 41961
SEE SHEET 8 FOR ANCHOR NOTES.
* r � K11
STATE [ -;
\V1 �7JIVV�rI I1fL�aI r5 /'�`y�J :•Ow..••A�O •:�v
�( 1�IYu I•.��/1 Y!i( •A-� P • • • • �� �• �(('' Drawing No.
HURRICANE PROTECTION ••%'s�oNa►�-��'•• KC20-0414
•"■•• sheet 7 of 8
_ 0
ANCHOR SCHEDULE ANCHOR SCHEDULE Z J
0
FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS FASTENER MAXIM LIM SPACING(INCHES)REWIRED FOR VARIOUS DESIGN LOADS AND SPANS � L Z �Nrn �
■ z v O N C
U U
f. �mQ cc,MAX SPANS UP TO SPANS UPTO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO MAX SPANS UP TO SPANS UP TO SPANS UP TO W '� �uJ�s u
N LOAD 5'-0" 9'-0" 12'-0" 6-0" 9'_0" 12'-0" W LOAD 5'-0" 9'-0" 12'-0" N 3r• .5 >
ANCHORTYPE (PSF) ANCHOR TYPE (PSF) N Z =� m v
SEE (SEE NOTE I) (SEE NOTE 1) (SEE NOTED D(SEE NOTE (SEE NOTE I) (SEE NOTE I) SEE (SEE NOTE 1) (SEE NOTE I) (SEE NOTE 1) y O F. o c
X NOTE1 CONNECTIONTYPE CONNECTIONTYPE CONNECTIONTYPE CONNECTIONTYPE CONNECTIONTYPE CONNECTIONTYPE NOTE1 CONNECTIONTYPE CONNECTIONTYPE CONNECTIONTYPE W V °a O"o
!il (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) W Z = a! ^3 N
(SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) U a^3 0
W
2"Edge Distance 4" Edge Distance 3"Edge Distance C > oa,v 3�
Ct C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 Ci C2 C3 C4 C5 w W ° c
48.0 9 4 9 4 5 5 11 5 `i 11 6 6 6 4 4 * --7^a uy C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS Z H a
48.0 16110 6 14 8 11 5 7 4 8 4 5
62.0 7 7 4 4 9 4 9 4 5 5 Y U
76.0 6 5 7 7 4 4
1/4"Bco Panelmate Pro 62.0 16 7 5 11 6 9 4 6 6 4
1/4"0 ITW Buildex Tapcon or Female ID 76.0 13 6 4 9 5 7 5 6 4
w/Climaseal Coating 90.0 5 5 G 6 w/Stalgard Coating J
90.0 11 5 7 4 6 4 6 4
w/1.0"embed in Hollow Block 120.0 4 4 w/1-1/4"embed W
in Hollow Block 120.0 8 4 5 " ! 6 4 6 4 Z o
1"Edge Distance 2.5"Edge Distance Q
N 2"Edge Distance a
C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 W CL r\ c
48.0 14 6 9 7 14 6 15 7 7 8 6 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 C5r J o^
62.0 10 7 '' 6 10 12 6 6 = 48.0 16 11 7 14 9 12 6 3 8 5 9 4 6 3 Q !r g z
1 76.0 8 6 8 9 62.0 16 8 5 11 7 9 4 3 6 3 7 3 4 �? �qaP
UO 1/4"0 Bco Ultracon 90.0 7 7 8 Y #12 Stainless Steel SMS 76.0 14 6 4 9 5 8 3 5 3 7 3 4 �L m N_
w/Stalgard Coating U w/2"Eyew all Armor Insert - a U ,
m w/1.25"embed in Hollow Block 120.0 6 O 90.0 12 5 3 7 4 7 3 4 7 3 4 Z m
w/1-1/4"screw embed - ;a o,
p1.25"Edge Distance 3" Edge Distance m in Hollow Block 120.0 9 4 5 3 7 3 4 7 3 4 e °t
J w C1 C2 C3 C4 C5 C1 Cz C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl Cz C3 C4 C5 Q 3"Edge Distance J y o
o lI �I w
48.0 16 7 519 6 9 4 5 3 6 3 1 3 1 16 15 9 16113116 8 5 12 7 13 6 4 9 5 OJ C1 I C2 C3 C4 C5 C1 I C2 C3 C4 C5 C1 I C21 C31 C4 C5 Q ZLO
u
U Q
62.0 12 6 3 7 4 7 3 4 5 3 16 11 7 16 10 13 6 4 9 5 10 4 3 7 4 = 48.0 11 5 11 5 6 6 4 ' 4 O F z
1/4"0 Powers
or Tapper
SS w o
1/4"0 Hillman Group Solid-Set Anchor 76.0 10 5 3 5 3 5 .- 3 ' 5 ' 16 9 6 14 8 11 5 3 d74 9 4 3 7 4 Fbwers Tapper 62.0 8 4 8 4 4 4w/7/8"embed in Hollow Bbck90.0 8 4 4 3 5 5 16 8 5 11 7 9 4 3 9 4 3 7 4 or Perma-Seal Coated 76.0 7 7 4&1/4-20 Stainless Steel Machine
Screw 120.0 6 3 3 55 12 6 3 8 5 9 4 3 9 4 3 7 4 Tapper+ 90.0 6 5 Ln
w/1.25"embed O
w 1"Edge Distance 2.5"Edge Distance in Hollow Block 120.0 4 4
C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 Ct C2 C3 C4 C5
48.0 16 8 1 5 1 9 6 9 4 5 7 4 16 8 5 16 9 10 4 9 5 7 6
62.0 13 6 1 4 1 7 4 7 4 5 14 6 4 12 7 7 7 5 5
1/4"0 Millennium Fasteners Millfast 76.0 10 5 6 5 5 11 5 10 5 6 5 5 5 0
Anchor Concrete Screw 90.0 8 4 5 5 5 9 4 8 4 5 5 5 5 C c
w/Primecoat or Ceramcoat p
N
w/1.25"embed in Hollow Block 120.0 6 5 5 7 6 5 5 5 5 y
ANCHOR NOTES:
1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY, ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS
MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 ON SHEET 2.
2. AN EFFECTIVE WIND AREA OF 10 SQ.FT.SHALL BE USED FOR DETERMINING WIND LOADS FOR ANCHORS. a 3
3. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,ANCHOR TYPE,AND EDGE DISTANCE, SELECT DESIGN LOAD o
GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. S
v
4. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
5. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK,GROUTED MASONRY,OR WOOD FRAMING. °_
REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. Scale: AS NOTED
6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. Drawn by: JWK
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. Date: 08/11/2020
8. WHERE EXISTING STRUCTURE IS POST-TENSIONED CONCRETE, CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND J.W. Knezevich
COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED, Professional Engineer
9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO FL License No.:PE 41961
ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ..........•
10. WHERE LAG SCREWS AND WOOD SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN CENTER OF •.••• KN EZF •`'.•
NOMINAL 2"X 4"(MIN.)WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL HAVE A MIN V/ ••
DENSITY AS NOTED IN ANCHOR SCHEDULE. SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. ;• �L E NS•• C ••
11. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, ;• NO. 41961 �.
TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT),U.O.N. .
12, ❑DESIGNATES ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE USES.
13. * DESIGNATES ANCHORS THAT ARE REMOVABLE BY REMOVING MACHINE SCREW,NUT OR WASHERED WINGNUT.
GJ
14, ALL CONCRETE ANCHORS SHALL BE INSTALLED IN UNCRACKED CONCRETE ONLY WITH A MINIMUM CONCRETE STRENGTH AS NOTED IN O "L` t' ✓ '.� •' STATE OF �:• �/ r
ANCHOR SCHEDULE. ��.
0,�. F�
15. WHEN ANCHORING TO CONCRETE BLOCK,SDS AND IMPACT DRILLS SHALL NOT BE USED TO DRILL INTO BLOCK OR TO INSTALL `� o Q (i�� ••� •.,,•O R� .•••G,�•� Drawing No.
CONCRETE SCREWS. � I'✓�� `•:rs/pNp�EN.•' KC20-0414
HURRICANE PROTECTION ''••.......••'� sheet 8 of 8
" K N E Z E V I C H KC Evaluation Report No.200414
C O N S U L T I N G FBC Evaluation Report No. FL11398-RS
Issue Date: August 11, 2020
EVALUATION REPORT Page 1 of 3
Manufacturer: Town&Country Industries
400 West McNab Road
Fort Lauderdale, FL 33309
Code: Florida Building Code—Building, 71h Edition (2020)
Product Category: Shutters
Subcategory: Storm Panels
Compliance Method: Rule 61G20-3 Method 1(d), Evaluation Report by an Architect or Engineer
Product Name: 0.050 &0.0615 Aluminum Storm Panels
Description: 2" x 12" Aluminum Corrugated Storm Panels
Purpose: This Evaluation Report is issued in accordance with Rule 61G20-3 pertaining to Product
Approvals issued by the Florida Building Commission. This is a building code evaluation.
Neither Knezevich Consulting, LLC nor John W. Knezevich, PE is the Designer of Record
for any project using this Evaluation Report for permitting unless specifically retained for
that purpose.
Compliance: This impact resistant storm panel shutter system has been evaluated and found to be in
compliance with the referenced Code and is,for the purpose intended, at least
equivalent to that required by the Code.
This Evaluation Report is valid provided there are no changes to the product, quality
assurance program, or referenced code. A re-evaluation of the product is required
following any code changes in order to maintain its validity.
�CNEZ,r •.• Evaluation Report Prepared by:
• �� "'..E. C •. Knezevich Consulting, LLC
NO.41961 '
■
O n W. Knezevich, PE
STATE
��0 .. President
• <OR
FL License No. PE 41961
••;r��NA1.EN.•' FL CA No. 27988
�`'"•''•• FBC Organization ID No. ANE1754
1600 South Federal Highway,Suite 961;Pompano Beach,Florida 33062
T:954.772.6224 F:954.320.6451
K N E Z E V I C H KC Evaluation Report No.200414
CONSULTING FBC Evaluation Report No. FL11398-R5
Issue Date: August 11, 2020
EVALUATION REPORT Page 2 of 3
1. Evidence Submitted:
1.1. Test Reports:
1.1.1. 0.050 Panels: Construction Testing Corporation (CTC), signed and sealed Test Report No. 00-028
dated 06/28/2000. Hurricane Testing Laboratory (HTL), signed and sealed Test Report No. 03S3-
0804-10 dated 9/7/2010. Testing complies with TAS 201-94,TAS 202-94, and TAS 203-94.
1.1.2. 0.0615 Panels: Construction Testing Corporation (CTC), signed and sealed Test Report No. 98-
014 dated 04/23/1998 &00-038 dated 11/07/2000. Hurricane Testing Laboratory (HTL), signed
and sealed Test Report No. 0353-0308-11 dated 04/07/2011. Testing complies with TAS 201-94,
TAS 202-94, and TAS 203-94.
1.2. Product Evaluation Document:
Knezevich Consulting, LLC Drawing No. KC20-0414 dated August 11, 2020, Sheets 1 through 8. The
Product Evaluation Document is an integral part of this Evaluation Report.
1.3. Structural Calculations:
Calculations prepared by John W. Knezevich, PE verify the system performance based on testing and
analysis of tested properties. Calculations also verify the specified anchorage is compliant with
allowable anchor capacities.
1.4. Quality Assurance
National Accreditation and Management Institute, Inc. (NAMI)—FBC Organization Number QUA1789.
2. Impact Resistance:
2.1. This Storm Panel Shutter System is large missile impact resistant and is acceptable for use where large
or small missile impact resistant coverings are required.
3. Wind Load Resistance:
3.1. This Storm Panel Shutter System is designed and tested to resist wind loads as referenced on the
Product Evaluation Documents.
4. Installation:
4.1. Installation, including anchorage to structure, shall be in accordance with the Product Evaluation
Document referenced herein.
5. Material Specifications:
5.1. Component materials, anchors, and structural substrates acceptable for use shall be in accordance with
the Product Evaluation Documents.
6. Labeling:
6.1. Shutters shall be labeled in compliance with FBC Section 1709.9.
7. Limitations and Conditions of Use:
7.1. This evaluation report covers uses as detailed in the referenced Product Evaluation Documents.
Conditions outside the scope of those documents are not within the scope of this evaluation.
7.2. This evaluation report is applicable for installations within or outside of the Florida Building Code, High
Velocity Hurricane Zone (HVHZ). Reference tables on Sheet 2 applicable for both zones.
1600 South Federal Highway,Suite 961;Pompano Beach, Florida 33062
T:954.772.6224 F:954.320.6451
11KNEZEVICH KC Evaluation Report No.200414
C O N S U L T I N G FBC Evaluation Report No. FL11398-R5
Issue Date: August 11, 2020
EVALUATION REPORT Page 3 of 3
8. Certificate of Independence
8.1. Knezevich Consulting, LLC does not have, nor will it acquire, a financial interest in any company
manufacturing or distributing products for which this evaluation report is issued.
8.2. Knezevich Consulting, LLC is not owned, operated, or controlled by any company manufacturing or
distributing products for which this evaluation report is issued.
8.3. John W. Knezevich, PE does not have, nor will acquire, a financial interest in any company
manufacturing or distributing products evaluated in this report.
8.4. John W. Knezevich, PE does not have, nor will acquire, a financial interest in any other entity involved in
the approval process of products for which this evaluation report is issued.
1600 South Federal Highway,Suite 961;Pompano Beach, Florida 33062
T:954,772.6224 F:954.320.6451