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1�;�•li1171� Product Approval Menu > Product or Apnlication Search > Application List > Application Detail
AS"? �'..
FL # FL15793
Application Type New
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Coral Industries, Inc
3010 Rice Mine Road
Tuscaloosa, AL 35406
(205) 345-1013
grant.mcallister@coralind.com
William Smith
william.smithsr@coralind.com
William Smith Sr.
3010 Rice Mine Road
Tuscaloosa, AL 35406
(813) 716-3368
william.smithsr@coralind.com
David Welch
PO Box 40228
Tuscaloosa, AL 35404
(205) 345-1013 Ext 1702
david.welch@coralind.com
Panel Walls
Storefronts
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
L✓ Evaluation Report - Hardcopy Received
Elizabeth Broadway
PE-38558
Keysto a Certifications, Inc.
r 02/24/2016'
Steven M. Urich, PE
G Validation Checklist - Hardcopy Received
Certificate of Independence FL15793 RO COI PAFBCFL500DG Letter of Independence.pdf'
Referenced Standard and Year (of Standard) Standard
AAMA 501
ASTM E1300
TAS 201
TAS 202
TAS 203
Equivalence of Product Standards
Certified By
Year
2005
2004
1994
1994
1994
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgt3elSAInEOWzDSmvMMBoTTDdGTeVIYVUgxqorp/`2b976KRQ%3d%3d 1/2
1214(2014
Sections from the Code
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
07/18/2012
08/30/2012
09/02/2012
10/09/2012
FL #
Model, Number or Name
Description
15793.1 M �
IF.LSOODG
FLS De.VjGIaze' St�ef, ont with Sentry as:09WInte�laye
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15793 RO II PAFBCFL500DG INSTALLATION
Approved for use outside HVHZ: Yes
DRAWINGS.odf
Impact Resistant: Yes
Verified By: Elizabeth Broadway PE 38558
Design Pressure: +70/-70
Created by Independent Third Party: Yes
Other: All glazing infill's must be .25 Heat strengthened or
Evaluation Reports
Tempered x .090 Sentry Glas Interlayer x .25 heat
FL15793 RO AE PAFBCFL500DG Evaluation Reaort.Ddf
strengthened or tempered for a nominal thickness of 9/16"
FL15793 RO AE PAFBCFL50ODG Setting Blocks ASTM
C864.Ddf
FL15793 RO AE PAFBCL50ODG GRP C864 Letter.Ddf
Created by Independent Third Party: Yes
Sack IdexC
• Contact Us :: 1940 North Monroe Street, 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:
seeurit a,I rn,cs•
https://www.floridabuiiding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgt3elSAlnEOWzDSmvMMBoTTDdGTeVIYVUgxqor%2b976KRQ%3d%3d 212
May 25, 2012'
i
STATE OF FLORIDA
DEPARTMENT16F COMMUNITY AFFAIRS
2555 Shumard Oak Boulevard
Tallahassee, F f 32399-2100
Re: Coral, Architectural Products
91
..FL500 Aluminum Storefront :System
Certification of Independence
Dear Sirs: t
p
1335 W. Cass St.
Tampa, FL 33606
(813)251-9244
�ax:251-933U
twmdroatlwav-ona.cam
CIVIL
MECHANICAL
STRUCTURAL
BUILDING DESIGN
In accordance with Chapter 96.1 -7210 F.A.C., i hereby certify the following: ® 0
1. Elizabeth A. Broadway, F.E. and Broadway Engineering, P.A. do not have, nor
intend to acquire, or will acquire a financial interest in Coral Architectural Products.
2. Elizabeth A. Broadway, P.E. and. Broadway Engineering, P.A. do not have, nor will
acquirel a financial interest in any other entity involved in the approval process of
any product of Coral Architectural Products.,
Sincerely,
810,�1J,Eh/1,N ER//VG, P.A.
iazQA.Broadvq P.E.
sld nt -
ld�i' agtstratio yp 38558
r °t
4017-cerf'oi 44
PRODUCT APPROVAL FOR
FL500 DRY GLAZE SYSTEM
GENERAL NOTES:
TEST STANDARDS
TAS201, TAS202, TAS203
WATER INFILTRATION 13 PSF
AIR INFILTRATION 6.27 PSF
TYPICAL GLASS BITE 9/16" UNLESS OTHERWISE NOTED
1/4" MINIMUM SHIM SPACE ® PERIMETER UNLESS OTHERWISE NOTED
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH
FLORIDA BUILDING CODE 2010 EDITION FOR HVHZ
MATERIALS THAT COME IN CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET REQUIREMENTS OF 2010 FLORIDA BUILDING CODE
SECTION 2003.8.4
SERIES 281 & 381 DOORS SHOWN ON DRAWINGS ARE UNDER
SEPARATE APPROVAL NUMBER PREVAILING PRESSURE OF DOOR WILL
PREVAIL WHEN USED IN THIS SYSTEM
DRY GLAZE SYSTEM MUST BE USED WITH DUPONT SENTRY GLAS®
.090 INTERLAYER THICKNESS.
ABBREVIATIONS:
DIA. = DIAMETER
D.L.O. = DAY LIGHT OPENING
EXT. = EXTERIOR
ELEVS. = ELEVATIONS
INT. = INTERIOR
MAX. = MAXIMUM
MIN. = MINIMUM
O.C. = ON CENTER
OPP. = OPPOSITE
TYP. = TYPICAL
INDEX TO DRAWINGS
1
INDEX TO DRAWINGS AND NOTES
2
DOOR FRAMING ELEVATION WITH HEAVY MULLION
3
DOOR FRAMING ELEVATION WITH STANDARD MULLION
4
FRAMING DETAILS
5
FRAMING DETAILS
6
FRAMING DETAILS
7
BILL OF MATERIALS
8
DIE DRAWINGS
9
CONCRETE SUBSTRATE ANCHOR LOCATIONS
10
STEEL SUBSTRATE ANCHOR LOCATIONS
111
STEEL STUD SUBSTRATE ANCHOR LOCATIONS
121
WOOD SUBSTRATE ANCHOR LOCATIONS
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197'
INFINITE FRAME WIDTH
2 1/2"
70" 57 1/2" 57 1/2-
D.L.O. � D.L.O. � D.L.O.
72" 60' MAX.
D.O.W. Mu4 oN svan
I
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NOTES N
DESIGN PRESSURE = +45/-45 PSF
NS281 AND MS381 UNDER SEPARATE
APPROVAL. DRY GLAZE SYSTEMS ARE
APPROVED WITH DUPONT SENTRY
GLASO INTERLAYERS ONLY.
u
—2 1 /2"
ELEVATION El
TYPICAL HEAVY WALL MULLION
0 1'-4" 2'-8" 5'-4"
SCALE: 3/8"=1'-0"
GLAZING SCHEDULE
GLASS MARK
GLASS TYPE
MANUFACTURER
MAXIMUM
MAXIMUM
SYMBOL
D.L.O. SIZE
SQUARE FEET
.25 TEMPERED X .090
O
SENTRY
X .25 TEMPERED
DUPONTO
57 1/2" x 96'
38.3
9/16" OVERALL
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NOTES:
DESIGN PRESSURE = +70/-70 PSF
NS281 AND MS381 UNDER SEPARATE
APPROVAL. DRY GLAZE SYSTEMS ARE
APPROVED WITH DUPONT SENTRY
GLAS® INTERLAYERS ONLY
197"
INFINITE FRAME WIDTH
2 1/2^ 70" 57 1/2" 57 1/2" 2 1/2"
D.LO. � D.L.O. D.LO.
72" 60" MAX. I
iv D.O.W. MWON SPA "G Ira.
2 1/2" 1 1A 2 1/2^
^ 4 4 m n
ELEVATION E2
TYPICAL STANDARD MULLION
0 V-4" 2'-8" 5'-4"
SCALE: 3/8"= V-0"
GLAZING SCHEDULE
GLASS MARK
GLASS TYPE
MANUFACTURER
MAXIMUM
MAXIMUM
SYMBOL
D.LO. SIZE
SQUARE FEET
25 TEMPERED X .090
O
SENTRY GLAS®
.
X 25 TEMPERED
DUPONTS
57 1/2" x 96"
38.3
9/16 OVERALL
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BILL OF MATERIALS
ITEM NO.
PIN
DESCRIPTION
DRAENSIONS
MATERIAL
MANUFACTURER
NOTES
1
NG1
EXTERIOR GLAZING GASKET
0.120 SPACE
EPDM
VARIES
MEETS ASTM CB34
2
NG15
INTERIOR GLAZING GASKET
0.120 SPACE
EPDM
VARIES
MEETS ASTM C884
3
SM5601
JOINT SEALANT TAPE
0.500 X 0.125 X VARIES
BULYL
SCHNEE-MOREHEAD
4
795
SIUCONE- PERIMETER SEALANT
FILL SPACE
SILICONE
DOW CORNING
USED AT PERIMETER
5
995
SILICONE- GLASS TO METAL
FILL SPACE
SILICONE
DOW CORNING
GLASS TO METAL AND INTERNAL
6
SB13
SETTING BLOCK 0 SILL & HORIZONTAL
0.800 X 0.688 X 4.000
EPDM
VARIES2
SHORE HARDNES
PER '
MEETS ASTM 081554
7
AS18
I FASTENER
#10 X 1-1/4- Flip
STEEL
VARIES
6
WD200-11
WATER DIVERTER _
1.358 X 0.940 X 0.050
6063-T6 ALUMINUM
CORAL INDUSTRIES. INC.
AT EACH END OF INTERM. HORIZ.
9
FL501
HEAD OR WALL JAMB
2500 X 5.000 X 0.094
6063-T6 ALUMINUM
CORAL INDUSTRIES, INC.
10
FL502
SILL OR HEAD
2.500 X 4.980 X 0.094
6063-T6 ALUMINUM
CORAL INDUSTRIES, INC.
11
FL503
CLASS STOP
1.250 X 2.021 X 0.078
6063-T6 ALUMINUM
CORAL INDUSTRIES, INC.
12
FL5D4
STD. VERTICAL MULLION
2.500 X 5.000 X 0.094
6063-T6 ALUMINUM
CORAL INDUSTRIES, INC.
13
FL505
OPEN BACK MUWON FILLER
0.681 X 4.670 X 0.080
6063-TG ALUMINUM
CORAL INDUSTRIES, INC.
14
FL906
INTERMEDIATE HORIZONTAL
2.500 X 4.980 X 0.094
6D63-T6 ALUMINUM
CORAL INDUSTRIES, INC.
15
FL515
FLAT FILLER AT DOOR JAMBS
0.681 X 4.670 X 0.080
6063-T6 ALUMINUM
CORAL INDUSTRIES, INC.
RUNS FULL LENGTH OF DOOR JAMB AT WALL
16
FL515
HEAVY VERTICAL MULLION
2500 X 5.000 X 0.213
6063-76 ALUMINUM
CORAL INDUSTRIES, INC.
17
FL517
TRANSOM SASH
1.980 X 1.000 X 0.062
6063-T6 ALUMINUM
CORAL INDUSTRIES, INC.
18
FL518
7RANSOM GLASS STOP
0.767 X 0.872 X 0.062
6063-TB ALUMINUM
CORAL INDUSTRIES, INC.
19
FL519
SUBSILL FLASHING
2.620 X 5.402 X 0.084
6063-TB ALUMINUM
CORAL INDUSTRIES, INC.
20
CS500-1
SETTING CHAIR
1.156 X 0.044 X 0.078
6063-T6 ALUMINUM
CORAL INDUSTRIES, INC.
21
ED519-1
SILL FLASHING END DAM
2.500 X 1.000 X 0.062
6063-T6 ALUMINUM
CORAL INDUSTRIES, INC.
22
SR504
STEEL REINFORCEMENT
4.562 X 1.250 X 0.250
A35 STEEL
VARIES
STEEL REINFORCEMENT FOR (PRIMED RED OXIDE
23
AS16
FASTENER
14 X 1 HHSTS
STEEL
VARIES
TYP. SPLINE SCREEN VERTICAL/HORIZONTAL JOINTS
24
AS31
FASTENER
d6 X 3/8- PPH
STEEL
VARIES
ATTACH B TO
25
AS38
FASTENER
#10-24 X 3/8• HH
STEEL
VARIES
ATTACH TO
26
DS501
DOOR STOP
1.00B X 1.258 X 0.050
6063-T6 ALUMINUM
CORAL INDUSTRIES, INC.
27
NG5
DOOR STOP GASKET
0.070 SPACE
EPOM
VARIES
MEETS ASTM C664
2B
AS39
FASTENER
010 X 1-3/4- FHP
STEEL
VARIES
29
FT507
DOOR HEADER
2.500 X 5.000 X 0.094
6063-T6 ALUMINUM
CORAL INDUSTRIES, INC.
3D
SB20
SETTING BLOCK FOR INVERTED HORIZONTAL
0.800 X 0.588
EPDM
VARIES
2 PER LITE
31
FT529
HIGH PERFORMANCE SUBSILL
2.500 X 5.249 X 0.084
6063-TB ALUMINUM
CORAL INDUSTRIES, INC.
32
AS21
FASTENER
06 X 1/4' PPH T1PE AS- Z. PLT.
STEEL
VARIES
+
33
AS150
FASTENER
014 X 1-1/2- PPH
STEEL
VARIES
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INFINITE FRAME WIDTH
2 1/2" 70" 57 1/2"
D.L.O. � D.LO.
72" 60" MAX.
iv D.O.W. - uuworl spacmc m. —
\ 2 1/2" 2 1/2"
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STALL JAMB N
1/4" X 2 1/2" TAPCON W/ 1 3/4"
MIN. EMBEDMENT 0 CONCRETE
THRESHOLD
(4) EA. 1/4" X 2 1/2" TAPCON
0 CONCRETE, WITH 1 3/4" MIN.
EMBEDMENT. LOCATIONS AS SHOWN
57 1/2"
D.L.O.
CONCRETE SUBSTRATE
ANCHOR LOCATIONS
0 1'-4" 2'-8" 5'-4"
SCALE: 3/8"=1 '-O"
PERIMETER FASTENERS:
1. TYPICAL INSTALLATION INTO SUBSTRATES
A. 2500 PSI CONCRETE
B. STEEL, 18 GA. MIN.
C. HOT ROLLED STEEL, 1/8" MIN. THICKNESS
D. SO. PINE, GRADE NO. 2 OR BETTER
2. FIRST ANCHOR IS 2" FROM EDGE
1/2" OF VERTICAL. EACH ADDITIONAL
FASTENER IS AT REQUIRED MIN. SPACING.
HEAD
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MIN. EMBEDMENT 0 CONCRETE,
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9 OF 12
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197" _
INFINITE FRAME WIDTH
2 1/2" 70" 57 1/2"
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N D.O.W. MUWCN SPACING rfP.
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THRESHOLD
(4) EA 1/4"-14 X 1-1/2"
TEK 3 FHP SCREW.
LOCATIONS AS SHOWN
SEE SHEET 9 OF 12 FOR
CONCRETE ATTCHMENT
PERIMETER FASTENERS:
1. TYPICAL INSTALLATION INTO SUBSTRATES
A. 2500 PSI CONCRETE
B. STEEL, 18 GA. MIN.
C. HOT ROLLED STEEL, 1/8" MIN. THICKNESS
D. SO. PINE, GRADE NO. 2 OR BETTER
2" 2. FIRST ANCHOR IS 2" FROM EDGE
57 1/2- 2 1/2' OF VERTICAL. EACH ADDITIONAL
D.L.O. FASTENER IS AT REQUIRED MIN. SPACING.
HEAD
3/8"-16 X 2 3/4" HH BOLT
WITH WASHER AND NUT ® STEEL
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Tampa, Florida 33606 813-251-9244
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197" _
INFINITE FRAME WIDTH
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72" 60" MAX. _
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N
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/
® STEEL
THRESHOLD
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TEK 3 FHP SCREW.
LOCATIONS AS SHOWN
SEE SHEET 9 OF 12 FOR
CONCRETE ATTCHMENT
/ I I
/ II
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/ I
/CLUSTER I I
OF 4,--�
57 1/2"
D.L.O.
STEEL STUD SUBSTRATE
ANCHOR LOCATIONS
0 1'-4" 2'-8" 5'-4"
SCALE:3/8"=1'-0"
PERIMETER FASTENERS:
1. TYPICAL INSTALLATION INTO SUBSTRATES
A. 2500 PSI CONCRETE
B. STEEL, 18 GA. MIN.
C. HOT ROLLED STEEL, 1/8" MIN. THICKNESS
D. SO. PINE, GRADE NO. 2 OR BETTER
2. FIRST ANCHOR IS 2" FROM EDGE
2 1/2" OF VERTICAL EACH ADDITIONAL
FASTENER IS AT REQUIRED MIN. SPACING.
HEAD
1/4"-14 X 1 1/2" TEK 3 SCREW
STEEL
WALL JAMB
LOCATE (3) ® MIDPOINT:
1/4" X 1 1/2" TEK SCREW
TYP. @ STEEL. 1 1/2" MIN
SPACING
SILL
1/4"14 X 1 1/2" TEK 3 SCREW II
® STEEL u
SEE SHEET 9 OF 12 FOR
CONCRETE ATTCHMENT
HIGH PERFORMANCE SUBSILL
SAME AS SILL ABOVE TO SUBSTRATE.
SILL MUST BE ANCHORED TO SUBSILL
WITH 1/4"-14 X 1 1/2" STAINLESS
STEEL PHP — (2) THUS ® 2" AND 4"
ON EACH SIDE OF VERTICAL MULLION.
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BE-4017 Cen -1. of Aum.,&.fk. Na 4599
5/25/2012
FL500_04
"11 OF 12
197" _
INFINITE FRAME WIDTH
2 1/2' 70" 57 1/2"
- D.LO. � D.L.O.
72' 60' MAX. _
N O.O.W. NIIWON SPACING T1P.
a2 1/2" 2 1/2"-
I
DENOTES
REINFORCEMENT
O
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CLUSTER'
N OF 4
WALL JAMB N
#14 X 2 1/2" WOOD SCREWS TYP.
® WOOD WITH 2" MIN. EMBEDMENT
THRESHOLD
FHP SCREW.-
REW.vLOCATIONS1AS•SHOWN II
SEE SHEET 9 OF 12 FOR
CONCRETE ATTCHMENT
PERIMETER FASTENERS:
1. TYPICAL INSTALLATION INTO SUBSTRATES
A. 2500 PSI CONCRETE
B. STEEL, GA. MIN.
C. HOT ROLLED STEEL, 1/8" MIN. THICKNESS
D. 30. PINE,
GRADE NO. 2 OR BETTER
2 2. FIRST ANCHOR IS 2" FROM EDGE
57 1/2" —2 1/2' OF VERTICAL. EACH ADDITIONAL
D.L.O. FASTENER IS AT REQUIRED MIN. SPACING.
HEAD
#14 X 2 1/2" WOOD SCREWS
TYP. @ WOOD WITH 2" MIN.
EMBEDMENT. LOCATE FIRST ANCHOR
_ 2" FROM EDGE OF MULLION AND
ADDITIONAL FASTENER 0 2" SPACING BETWEEN ANCHORS. MIN.
WALL JAMB
LOCATE (3 EA.) ABOVE AND BELOW
MID -POINT. #14 X 2 1/2" WOOD SCREWS
} TYP. O WOOD 2" MIN. EMBEDMENT
2" MIN. SPACING BETWEEN ANCHORS.
l J
_ = I SILL
/ I SEE SHEET 11 OF 12 FOR
I STEEL ATTCHMENT
/CLUSTER I OF 4=�
SEE SHEET 9 OF 12 FOR
CONCRETE ATTCHMENT
WOOD SUBSTRATE
ANCHOR LOCATIONS
0 1'-4" 2'-8" 5'-4"
SCALE:3/8"=1'-O"
HIGH PERFORMANCE SUBSILL
SAME AS SILL ABOVE TO SUBSTRATE
SILL MUST BE ANCHORED TO SUBSILLh:6Rp
WITH 1/4'-14 X 1 1/2" STAINLESS
STEEL PHP - (2) THUS ® 2" AND 4":
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Tampa, Florida 33606 813-251-92"
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5/25/2012
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`12 OF 12