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Product A provai Menu>Product or_60 Search>,{p ip ipUgn List>Application Detail RECEIVED
� S FL# FL11398-114
4. hN_.2_ft
Application Type Revision JAN 29 2019
Code Version 2017
Application Status Approved Ludie Cerro , Permittrnq,
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
i
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed F
Professional Engineer
Evaluation Report-Hardcopy Received
I
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 12/31/2020
Validated By ORLANDO L. BLANCO, P.E.
Validation Checklist-Hardcopy Received
i
i Certificate of Independence FL11398 R4 COI CERTIFICATE OF INDEPENDENCE SS,pdf
i
I
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
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EXISTING CONCRETE. EXISTING CONCRETE,
HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR EXISTING CONCRETE PTIONAL LEG DIRECTION
WOOD FRAMING WOOD FRAMIN HOLLOW CONCRETE CONCRETE,
OR ODNNECrIONTYPE
N TYPE C3 CONNECTION TYPE WOOD FRAMING CONNECrIONTfPE Z d.
REFERENCE ANCHOR (TYP.TOP AND BOTTOM
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REFERENCEANCHORREFERENCE ANCHOR
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W. E B. SCHEDULE FOR MAX. SCHEDULE FOR MAX.
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SPADING SPACING ACING um —0
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SEPARATION to STORM PANEL w o
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SEPARATION
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x z
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WALL MOUNT SECTION e-.-\OPTIONAL TOP MOUNTING BUILD-OUT MOUNT SECTION '&n 51
SCALE,3" 1'-0" SCALE:3".11'-0" z
SCALE:31, 11 011
SEE MIN. EXISTING
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td!! SEE MIN. W W
SEPARATION j XISTING z-1
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TABLE 2—; z M ° R& SEPARATION jL
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C1 CONNECTION TYPE C1 ODN 1/4"MAX.
NECrION
REFERENCE ANCHOR REFERENCE ANCHOR/ 1. 1.
--C1OONNECnON TYPE q/4-MAX. CHEDULE FOR MAX. SCHEDULE FOR RCMHAOX.
REFERENCE ANCHOR SPACING SPACING LOCK
1/4-20 MACHINE BOLT WITH
SCHEDULE FOR MAX. EXISTING CONCRETE, LOCK NUT La 12"O.C.
OPTIONAL (TYP.TOP BOTTOM)
SPACING HOLLOW CONCRETE BLOCK 0 C10ONNECrION TYPE LEG DIRECTION
WOOD FRAMING.SEE DETAIL&) REFERENCE ANCHOR
WALL MOUNT SECTION SCHEDULE FOR MAX.
SCALE,3" 1'-0" BUILD OUT SECTION SPACING BUILD-OUT MOUNT SECTION
lJ SCALE:3"=T-0" SCALE:3"=V-0"
EXISTING SEE MIN CONCRETE,XISTING EXISTING
HOLLOW CONCRETE GLAZING—
GLAZING STORM MIN.
BLOCK OR WOOD -j
.SEPARATION FRAMING W
FASTENER(A 6-O.C.OR z
(a 1211 E.C.,BUT DO NOT FROM GLASS <ED
EXCEED ANCHOR TABLE 2 DG CONNECnDN TYPE 0.<
]ST. REFERENCE ANCHOR 0
SCHEDULE SPACING. 4
USE REMOVABLE ANCHOR SCHEDULE FOR MAX. SEE MIN. W
SPACING STORM PANEL
WITH KEYHOLE WASHER /_0?- .
OR ANCHOR WITH WINGNUT Z-j /4' SEPARATION
WASHER.LOCATE FASTENER 4 M FAAAX. FROM GLASS
'""�ANE'
SEE
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FROM
GLASS
LE
kTA"PB' 2 ♦ y-"EZtV1
IN NARROW PORTION OF FR TABLE 2 W N0.41983
KEYHOLE WASHER 4.N- EXISTING 4
C1 CONNECrtON TYPE ir GLAZING- J
0 Ul
REFERENCE ANCHOR kzFig
SCHEDULE FOR MAX. < <
IL< &
SPACING p, STATE OF •
X. 0
SEE MIN.
MIMI STORM PANEL OONNECrfON TYPE
SEPARATION el-0 W(4 REFERENCE ANCHOR *0
10
FROM M GLASS SCHEDULE FOR MAX was
TABLE 2---
B" W SPACING Scale: AS NOTED
z FLOOR MOUNT SECTION Drawn bv: ARV
E< SCALE:3"=1'-0' Date:04/10/2015
DIRECT MOUNT SECTION 6',%CEILING MOUNT SECTION �!jThls item has been electronically signed and sealed by J.W.Knezevich,PE on 8/9/17 D
SCALE,3- V-0- SCALE,3- 1 -0- using a Digital Signature. Printed copies of this document are not considered signed -KC IS-OW
and sealed and the signature must be verifiled on any electronic copies. HURRlCANEPRDTECTIaN -heet3of8
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ANCHOR SCHEDULE ANCHOR SCHEDULE W �:o
FAST@1HR MAXIMUM SPACING(INCHES)R®IRRED FORVAROUS DESIGN LOADS AND SPANS FAST04M MAXIMUM SPACING(INCHES)IRMURED FORVATBOUS DESIGN LOADS ANO SPANS N
ANCHORTYPE (PST)
MAX SPANSUPTO SPANSUPTO SPANSUPTO SPANSUPTO SPANSUPTO SPANSUPTO LOAD MAX SPANS UPTO SPANS UPTO SPANS UPTC1 W Z=",
o
LOAD 5.0' 9'•0' 17.0' S'-0" B''-D' 17-0" O i, 'V
� 5'-0' e''-0" 17.0' •tiLd"
F: SES (SEE NATE I) (SEENOTE1) (SFE NOTE I) (SEENOTEI) (SEENCYrE7) (SEENOTEI) N ANCHORTYPE (PSF) ;r
N 1- SEE (SEE MOTE I) (SEENOTE7) (SEE NOTED
W-(:
a�C4 NOTE1 CONNECTIONTYPE CONNECMNTYPE COINOWTIONTYPE CONNSCTIONTYPE CONWECTIONTYPE CONNBMIDNTYFE N zan
UI �4 NOTE1 CONNECTIONNF£ COWe3;DONNFE CONNECgON TYFE yy
(SEE NOTE3) (SEE NOTE 3) (SEE NOTE3) (SEENOTE3) (SEENOTE3) (SEENOTE3)
W
7.5'Edge Distance 3"Edge Distance ISEENOTE3) (SEEFATE3) (SEENOTE3) ® Qr
C1 C2 p G p C7 C2 p G p Cl IC2lC3lC4lC5 Ci C2 p G p G Q p G p G p p G p W 25 Edge Distanee
48.0 16 16 13 16 16 16 12 7 13 10 16 B 5 B 7 16 18 16 18 16116114 8 16 15 16111 7 16 11 .y Cl C2 C3 G CS Cl C2 C3 G C5 Cl C2 C3 G C5
1/4'�BUILDD(TAPCON 620 18 18 10 16 14 18 B 6 10 7 14 7 4 7 6 18 18 13 18 1fi 1fi 11 7 16 11 16 8 5 12 8 T � �� D 48.0 18 18 18 1B 1B 10 14 B 18 11 18 10 7 12 8 W
SS OR CLIMASEAL ]6.O 16 13 8 14 11 15 7 4 8 B 14 6 4 7 5 16 18 10 161161181B 5 13 B 18 8 5 12 B "�- 62.0 iB 16 13 1121.
11 7 13 8 1618 5 8 B
COATING W/1.75'EMBED llll4'0 ELCO PANEIMATE PRD OR 76.0 76 18 t0 9 5 10 7 to e 5 e eIN3 KSI CONCRETE BO.o 1611 7 12 a 14 6 4 7 5 14 6 4 7 5 18 /4 a 1e 14 18 9 5 12 8 18 B 5 12 8 F11MIEMW/SFAL.CARDFINLSN 1200 18 8 5 9 7 N 6 4 7 5 14 8 4 7 5 18 10 8 16 10 18 8 5 12 B 16 B 6 12 8 Wr VV EMBED 80.0 18 13 8 B 5 B18 86B6W "Edge Distance 2.5"Edge Distance IN 3.35 KSI CONCRETE 120.0 16 10 6 8 6 9 6 10 B 6 8 B y
Cl C2 C3 C4CSG C2 C3 G CS Cl C2 C3 G p Ci C2 p G p C7 C2 p G p G C2 p G p W 20"Ed a Distance � � x
48.0 16 18 14 16 18 16 12 7 11 8 16 B 5 8 7 18 18 14 1161(6 18 12 8 18 14 16 9 B 18 10 Ci C2 C3 G CSC1 C2 C3 C4C5 Cl C2 C3C4 CS Z1/4'OELCOULTRACON 62.0 16 18 11 18 13 16 9 8 8 7 14 7 4 B 6 16 16 11 18 B 8 18 11 15 7 4 12 B -- ^-- 48.0 18 18 14 18 16 18 12 8 15 10 1B e B 11 7IN7.8KSI CO BNCRETE 78.0 18 13 B 13 11 18 7 6 7 6 14 6 4 8 5 18 14 9 16 8 5 13 B 14 7 4 12 B 82.0 18 18 11 18 14 18 B 8 12 7 15 7 4 8 5 k125TAINlFS$STEEL SMS 78.0 18 14 8 18 11 16 7 5 B 8 14 7 4 8 590.0 18 11 7 11 8 14 8 4 8 5 14 B4 B 5 18 12 7 14 7 4 12 8 147 4 12 B W/EYEWALLARMEMINSERT 90.0 18 12 7 16 9 14 7 4 8 5 14 7 4 8 5120.0 16 8 5 8 7 14 B 4 8 5 14 B 4 8 5 18 B 5 14 7 4 12 8 14 7 4 12 8 W 2'SCREW EMBED p i )
U IN 2 K51 CONCRETE 120.0 76 9 5 11 7 11 7 4 8 5 14 7 4 8 5 6
o w --F-FF-
1.25'Edge Distance 3"Edge Distance oD E
U JW. G Cp G p Cl Q p G p G C2 p G p C7 C2 p G p G C2 p G p Ct C2 p G p F 20"Edge Distance o
T EF-- �==� w G C2pGpC1 C21 C31 GpG ppGp o
48.0 16 15 10 15 10 18 8 5 8 5 13 6 4 6 4 18 16 16 16 18 18 14 8 18 13 113 10 7 16 8 l� EF' iL
620 18 12 7 11 8 11 B 4 8 4 f0 5 3 4 3 18 18 13 18 18 78 17 7 16 10 18 8 5 12 7 ar 48.0 18 iB i6 18 16 18 15 8 18 11 18 11 7 12 6
1/4°GALL POINf6 U 62.0 18 18 13 18 15 18 11 7 12 B 18 B 6 9 8
SOU0.SETANCHORO 76.0 16 9 6 D 6 11 6 3 5 3 10 1 3 4 3 16 76 10 16 14 16 9 6 13 8 16 8 5 12 7
1/4.20 STAINLESS STEE7, p i+125TAINl655TEEL SMS 78.0 16 16 11 16 12 16 B B 10 7 iB B 5 9 6
BOLT W1 EMBED 90.0 1e B 5 B 5 10 4 3 4 3 10 4 3 4 3 18 13 B 1B 12 10 8 6 12 7 16 B 5 12 7 U W/2.75'EYEWALL ARMOR SERT W1 2.5-SCREWCF-0 16 14 9 19 10 18 8 5 8 8 18 8 6 8 8
U13 NCRETE 120.0 13 8 4 8 4 10 4 3 4 3 10 4 3 4 3 16 10 8 15 B 18 8 5 12 7 18 8 6 12 7 EMBED IN 2 KSf CONCRETE
1"Edge Distance 2.6"Edge Distance 120,0 16 11 7 1t 8 16 8 5 8 6 16 8 6 8 8
W' 1.6"Edge Distance
C1 C2 C3 G C5 C7 C2 C3 G Cl Cl C2 C3 14 C5 C1 C2 C3 C4 CS C1 C2 C3 G CS G C2 C3 G C5 W C7 C2 C3C4 C5 Cl C2 C3 G CSCl C2 C3 G C5 N a
48.0 18 16 10 18 10 10 B 5 14 B 14 6 4 10 7 16 18 13 1811811611117 16 13 16 8 5 16 10 Cf-�00uYUUYYUU� Q
48.0 16 10 6 16 11 11 5 3 9 8 8 4 6 4
lf4° IOLLFASf ANCHOR 62.0 76 12 8 18 13 U 7 4 11 7 it 5 B 6 16 16 10 d16
16 16 9 5 16 10 14 B 4 12 7 N$
CRETE501EWBY - 62.0 16 7 5 12 8 8 4 7 4 6 3 5 3
MILLENNIUM
FASTENERS 78.0 16 10 B 16 11 12 5 =' 9 8 10 6 8 6 18 13 B 16 15 7 4 14 8 13 6 4 12 7 1/4'0 POWERS TAPPER
WI 1.75 EMBED W/PlRM457AL COATING 76.0 19 8 4 10 7 7 3 - 5 3 8 3 5 3
IN 15 KSI CONCRETE 80.0 16 8 5 14 B 10 5 ` e 5 10 5 8 5 16 11 7 13 13 6 4 12 7 13 6 4 12 7 W/L75 EMBED 90.0 11 5 3 8 5 8 3 5 3 6 3 f 5 3
120.0 13 8 4 10 7 f0 5 8 5 10 5 B 5 18 B 5 B 13 6 4 12 7 13 8 4 12 7 IN 3101 CONCRETE k
120.0 B 4 - 8 4 8 3 5 3 8 3 5 3 �
W 3.0"Edge Distance
Cl C21 C31 C41 C51 Cl C21 p G p I Cl I C21 C31 C41 p E"
48.0 114 POWERS TAPPER
6 18 13 16 16 18 11 7 18 1211818 5 1319 0
WI PLAMASFALCOATING 620 18 16 10 18 16 16 8 B14
8 13 8 4 10 7 g"
W/VV EMBED
E76. 16 12 8 t8 14 11 7 4 17 7 13 8 4 10 6 �,W,Kne:evichIN33KSICONCRETE 16 10 B 16 11 13 8 4 10 8 13 B 4 10 6 orofml, E.81-
1Ormenexevich 18 B ES 13 8 13 8 4 10 B 13 B 4 10 8
ANCHOR NOTES:
Scale: AS NOTED
SEE SHEETS FOR ANCHOR NOTES. � Drawnb: ARV
Q �ItY31 Y II Date: 04 1D 2015
�' �Vil KC15 0107 '
HURRICANE PROTECTION sheet?of 8