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Product Approval
( Q 1Cr }s � USER: Public User
Product Approval Menu > Product or Application Search > Aool'cat on List > Application Detail
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FL# FL17962
I Application Type New
Code Version 2014
c FILE
Application Status Approved
COPY
Comments
Archived ❑
Product Manufacturer TRULITE GLASS & ALUMINUM SOLUTIONS
Address/Phone/Email 10200 NW 67th St
Tamarac, FL 33321 t'JQG PLANS AND ALI. PROPOSED wofw
(800) 432-81
bdeato@trulite.com Ext �i�WRE SUBJECT TO ANY COMECTIONS
bdeato@tmlite.com
'REQUIRED BY FIELD INSPECTORS THAT
Authorized Signature BongDeato
bdeato@tmlite.com 1,1AY BE NECESSAIRY IN Of4DvL% TO
bdeato@tmlite.com
COP,Ir LY WITH ALL APPL1CAME COMM
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
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Bong Deato
800 Fairway Drive
Suite 200
Deerfield Beach, FL 33441
(800)432-8132
bdeato@trulite.com
Panel Walls
Storefronts
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP
ED BY
DATE
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Evaluation Report from a Florida Registered Architect or a Licen
Professional Engineer
❑ Evaluation Report - Hardcopy Received
f� f F/_1 E) a I:� d Z�L•\ rFiViYI
PE-38558
Keystone Certifications, Inc.
01/03/2023
Steven M. Urich, PE
0 Validation Checklist - Hardcopy Received
FL17962 RO COI Trulite CG450-Cert of Ind.pdf
Standard
Year
AAMA 501
2005
ASTM E283
2004
ASTM E330
2002
ASTM E331
2000
Approved Testing lab
http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqu... 5/ 10/2017
'Florida Building Code Online
Page 2 of 2
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL17962 RO Eouiv LETTER -Test Eouivalencv (CG450) odf
FL17962 RO Eauly LETTER -Test Eouivalencv (CG451).Ddf
Method 1 Option
OB/07/2015 ILt
C 0
0/0/2015
09/20/2015
12/15/2015
FL #
Model, Number or Name
Description
17962.1
CG450 ALUMINUM STOREFRONT
1-3/4"x 4 1/2"FLUSH GLAZED SYSTEM USING 1/4"
SYSTEM
120" MAX HEIGHT, +/-60PSF
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17962 RO II Trulite CG450-Product Drawinos.od
Verified By: ELIZABETH BROADWAY 38558
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +60/-60
Evaluation Reports
Other:
FL17962 RO AE Trulite CG450-Evaluation.odf
Created by Independent Third Party: Yes
17962.2
CG451 ALUMINUM STOREFRONT
2"x 4 1/2"FLUSH GLAZED SYSTEM USING 1"INSUI
SYSTEM
GLASS, 120" MAX HEIGHT, +/-60PSF
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17962 RO II Trulite CG451-Product Drawinos.od
Verified By: ELIZABETH BROADWAY 38558
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +60/-60
Evaluation Reports
Other:
FL17962 RO AE Trulite CG451-Evaluation.odf
Created by Independent Third Party: Yes
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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 :: Refun
Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records reques
electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact $50.487.135
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department w
address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public r.
not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To do
are a licensee under Chapter 455, F.S., please click lam.
Product Approval Accepts:
0 ®EEM
Credit Card
Safe
http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqu... 5/10/2017
THE SHAFFER GROUP, INC.
2440 SE FEDERAL HWY (STE 110)
STUART, FLORIDA34997-1795
(772) 220-4990
Date: 05/01/17
TO: ST. LUCIE COUNTY
BUILDING DEPT.
RE: CONVENIENCE STORE
1107 S. 33rd STREET
FT. PIERCE, FL.
OWNER: CRYIL THOMAS .
VERO BEACH, FLORIDA
CERTIFICATION
WE HAVE INSPECTED THE INSTALLATION OF (2) STOREFRONT ENTRY
DOORS WITH SIDELIGHTS AT THE ABOVE REFERENCED LOCATION.
THE STOREFRONT SYSTEM WAS MANUFACTURED BY TRULITE, MODEL
CG450: 1-3/4" x 4'/2" FLUSH GLAZED SYSTEM USING '/:' TEMPERED
GLASS. EACH SYSTEM CONSISTS OF A 3070 DOOR AND (2) SIDELIGHTS.
THE INSTALLATION WAS DONE IN A GOOD WORKMANSHIP MANNER.
WE CERTIFY THIS INSTALLATION AS COMPLETED IS IN SUBSTANCIAL
COMPLIANCE WITH THE FLORIDA PRODUCT APPROVAL (#17962.1)
REQUIREMENTS.
Lice sy
Submitted by: q Dafe •� '
Freda D. affer, RE #2669412�s4 : m =
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,i_"A"'., i
THE SMFFER GROUP, INC.
2440 SE FEDERAL HWY (STE 110)
STUART, FLORIDA 34997-1795
(772)220-4990
Date: 08/26/17
TO: ST. LUCIE COUNTY
BUILDING DEPT.
RE: - CONVENIENCE STORE
1107 S. 33dSTREET
FT. PIERCE, FL._- -
PERMIT #17060208
OWNER: CRYIL THOMAS
VERO BEACH, FLORIDA
CERTIFICATION
WE HAVE.INSPECTED THE INSTALLATION OF (2) STOREFRONT ENTRY
DOORS WITH SIDELIGHTS AT THE ABOVE REFERENCED LOCATION.
THE STOREFRONT SYSTEM WAS MANUFACTURED BY TRULITE, MODEL
CG450: 1-3/4" x 4 %" FLUSH GLAZED SYSTEM USING '/4" TEMPERED
GLASS. EACH SYSTEM CONSISTS OF A 3070 DOOR AND (2) SIDELIGHTS.
THE INSTALLATION WAS DONE IN A GOOD WORKMANSHIP MANNER.
WE CERTIFY THIS INSTALLATION AS COMPLETED IS IN SUBSTANCIAL
COMPLIANCE WITH THE FLORIDA PRODUCT APPROVAL (#17962.1) AND
MIAMI DADE (NOA 14-0225.0\,,R501REMENTS.
SH,q,���.,�
�` \ gNSE
__Submitted_ by_.. w= Date
Fred 'c k6ha er, P.E.1XI. L( 6694)
sSI O
'��,/ SNP \\\`
FLORIDA PRODUCT
APPROVAL DRAWINGS
CG450 STOREFRONT FRAMING SYSTEM
DRAWING INDEX
1
INDFJ( TO DRAWING AND NOTES
2
TYPICAL ELEVATION HEAVYALUMINUM MULLION
3
TYPICAL ELEVATION STANDARDAWMINUM MILLION WITH STEEL -LONG SPAN
TYPICAL ELEVATION STANDARD ALUMINUM MULLION —SHORT SPAN
5
:TYPICAL ELEVATION STANDARD ALUMINUM MULLION- SHORTSPAN
S
TYPICAL ELEVATIONS WITH DOORS —LONG SPAN
T
STANDARD FRAMING DETAILS
B
INTERIOR GLAZE FRAMING DETAILS
S
DOOR FRAMING DETAILS
10
DOOR FRAMING DETAILS
11
GLASS SCHEDULE S ANCHOR TYPES
12
BILL OF MATERIALS
13
PERIMETER FASTENER LOCATIONS FOR ELEVATIONS WITH DOORS CONCRETE
14
PERIMETER FASTENER LOCATIONS FOR ELEVATIONS WITH DOORS STEEL
15
PERIMETER FASTENER LOCATIONS FOR ELEVATIONS WITH DOORS -WOOD
18
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15OF1
I FILE COPY
Florida'Buildipg Code Online
_ https://www.florid; 'ing.org/pr/pr_app_dtl.aspx?param=wGEVX...
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f
BCIS Home I Log In User Registration I Hot Topics ; Submit Surcharge I Stats & Facts s Publications I FBC St;
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RIO roduct Approval
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PrOduct Approval Menu > Product c r Applicatlop Search > AD
plica[ion List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
ZAANNE®
Archived
By
St. Lucie COuntv
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
FL16893-112 _ , 6,
Revision �'�ti='�t%U-II�J,
2014
Approved AUG 16 2011
PERPAITTING
St. Lucie. Ceurib" FL
National Approved Shutter Association L
8717 NW 117 Street
Suite 1
Miami Garden, FL 33018
(786) 621-6706
paloucks@gmail.com
Peter Loucks
paloucks@gmail.com
Shutters
Accordion
Evaluation Report from a Florida Registe
Florida Professional Engineer
Evaluation Report - Hardcopy Receive
Pedro De Figueiredo
PE-52609
National Accreditation and Management
I of 3
8/15/2017, 9:38 AM
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https://www.floric- - Iding.org/pr/pr app_dtl.aspx?param=wGEVX...
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
of Prndurtc
12/31/2017
Jesus Gonzalez, P.E.
,`. Validation Checklist - Hardcopy Recei
FL16893 R2 COI 15-112 CI.odf
Standard
ASTM E1886
ASTM E1996
ASTM E330
TAS 201
TAS 202
TAS 203
Method 1 Option D
04/28/2015
04/30/2015
05/06/2015
06/22/2015
FL #
Model, Number or Name
Description
16893.1
SUPERNOVA ACCORDION SHUTTER
ALUMINUM EXTRUDED ALUMI
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +160/-160
Other: PRODUCT TO BE MANUFACTURED, DESIGNED, AND
INSTALLED PER DRAWING SPECIFICATIONS 15-112
Installation Instructions
FL16893 R2 II 15-112 DWI;
Verified By: Pedro De Figueir,
Created by Independent Thin
Evaluation Reports
FL16893 R2 AE 15-112 PER
Created by Independent Thin
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2 of 3 8/15/2017, 9:38 AM
DE
SUPERNOVA ACCORDION SHUTTER
EXTRUDED ALUMINUM ACCORDION SHUTTER
FLORIDA 5TATE APPROVAL e'0 f
PDE VERSION: FLORIDA PROVED BUILDING FOR USE IIN hVHZAND OUTSIDE DE 2014
APHVHZ
CATEGORY: SHUTTERS -- SUBCATEGORY: ACCORDION
IMPACT RESISTANT: (LEVEL D) - LARGE t SMALL MISSILE APR 28 20S
GENERAL NOTE5: (FLORIDA BUILDING CODE 2014 - HVHZ S non HVHZ)
I- DEFINITION: THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER: DESIGNED. CONSTRUCTED AND ERECTED TO
EASILY ENCLOSE AN AREA, PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS
(LEVEL D OR LARGE MISSILE) WITHIN THE ALLOWABLE DESIGNED PRBSURE5 AND UMITATION5 STATED IN THIS
APPROVAL.
2- CODE: THIS PRODUCT HAS BEEN T45TEO AND DE51GNED IN ACCORDANCE WITH THE 2014 FLOWDA BUILDING
CODE UNDER TA5 201, 202 AND 203, A5TM E330, ASTM E I WG 4 A5TM E I996.
3- POSTING: A PERMANENT LABEL SHALL BE PROVIDED A5 PER MC 2014 SECTION 1710.5. IT SHALL BE ONE IABEL PER
OPENING LOCATED ON THE BOTTOM OF THE CENTER MATE FACING THE EXTERIOR SIDE.
4- LOA05: DESIGNED LOAD CALCULATED BAKED ON THE ASCE 7-IO AND PROVIDED BYA PROFESSIONAL
ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRE55URE MUST NOT
EXCEED THE ALLOWABLE PRESSURES FOR EACH 511UTTER COMPONENT TO BE USED,
5- MATERIAL: ALL ENTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-TG OR AS NOTED.
6- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT 5ET OP DRAWINGS.
INSTALLATION AND LOAD5 AS PER THIS APPROVAL
7- USE: IT SHALL BE THE RESPONSIBIl11Y OF ME CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY
ME FOLLOWING:
7.1- ME STABIUTY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED I1,15URING PROPER ANCHORAGE.
7.2- ME 51TE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT UMITED TO, WIND LOADS, LOCAL CODE
REQUIREMENT5, DESIGNED PRESSURES ETC.
7.3- THAT THIS APPROVAL 15 ADEQUATE TO ME SPECIFIC PROJECT.
& 33 113% INCREASE IN ALLOWABLE LOA05 HAVE NOT BEEN USED IN ME DESIGN OF ME ANCHORS FOR THIS
PRODUCT APPROVAL. HOWEVER. WOOD ANOlOR5 WITH I.6 LOAD DURATION INCREASE FOR WIND LOAD HAVE
BEEN U5ED.
USER INSTRUCTIONS:
I- DETERMINE PROJECT DESIGN WIND LOAD PRESSURES A5 PER ITENd 4 OF GENERAL NOTES.
2- CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABIE I A.
3- VERIFY GLASS SEPARATION ON TABLE 2 IF APPLICABLE.
4- DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION Of SECTION TYPE TO BE USED AS
PER SHEETS 3. 4, 5, G. 7 t B. SECTIONS CAN BE INTERCHANGEABLE.
5- ME LOWEST PRE55URE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED ME REQUIRED DESIGN
PRESSURE FROM GENERAL NOTES 4
TABLE OF CONTENTS:
SHEET
DFSCIUMON
I
TABLE OF CONTENTS, GENERAL NOTES, USER IN5TMCTION5
2
TYPICAL ELEVATION, ALLOWABLE BLADE PRESSURE TABLE I, IA AND GLASS
5EPARATION TA5LE 2
3
TYPICAL SECTIONS A. B I, B2, B3, 54WIM ANCHORAGE TABLES
4
TYPICAL SECTIONS B t C WTTH ANCHORAGE TABLES
5
TYPICAL 5EC1103,15 D. E t GH WITH ANCHORAGE TABLES
6
TYPICAL 5ECTION5 F. G t 1 WITH ANCHORAGE TABLES
7
JAMB AND CORNER SECTIONS'P
B
LOCK MALE t FEMALE SECTION5'D
9
LOCK UNIMATE 5=10145 -M-
10
STANDARD LOCKSECTION5'N'
I I
BILL OF MATERIAL5, ANCHOR SCHEDULE t BLADE A55EMBLY.
12
COMPONENTS
13
1 SECTION'%' DETAILS
STANDARD COMPLIANCE:
A5TM E330. E1999 (LEVEL D MISSILE)
TAB 201, 202, 203 (LARGE t SMALL MISSILE)
ASCE 7-10, 55TD 12-99, ADM-10. ND5-12
ASSOCIATION:
N.A.S.A
NATIONAL APPROVED
SHUTTER ASSOCIATION LLC.
6717 NW 1 17 ST. STE I
HIALEAH GAROM5, FL33015
Tel.: (786) 621-6706
Fat: ('7E6) 62I Z" /
WWN.NA5A5HUTTERCOM
PK
TABLE I
TABLE IA
INTEEOR/EXTERIOR
'/ No,
MAXIMUM ALLOWABLE HI BLADE
kl ADES
MAXIMUM ALLOSHUTTER
6. 58
SHUTTER
SHUTTER SPAN X PRESSURE
SPAN 55URE
SHUTTER SPAN X PRESSURE
� LOG' �
if
? S T♦
BLADE SPAN PRESSURE (PSF)
BLADE SPAN PRES5URE (PSF)
/
ALL ALUMINUM BLADESk 0gx.,SF/T
INCHES POb 1 NtG
INCHES P05 I MEG
0I 160 160
60 O 60
INTERIOR/E MOR
.�'S/Q
._
uaunal v zeaar/alc roxoesla+�.M a loos um euoevul aerx¢v rnanAmn
I.A. aR oz ApRF 1YIS to @JYt*WW
xsm Ixsrw.nox rs waeo roz eu MOImm oamma�
TYPICAL ELEVATION
u
tt
H
Q
W a
y W
U �
a a
tt �
w
r
I-
x
N
A,B,BI,B2,B3
B4,C O,E,F,CI
SHUTTER WIDTH (SW)
Mn I TMTTATTnM
INrwoz/EXTER1oz
6. SB
1 t 1 COMBINATION
mo' AL IMINUM / Li YAN BLADES
euxsraN eezazwan mMan
wr.slwnous as uanuo
IB 1B
INTERIOR / EMEPJOR
IBT�E�mOR/IXifRIOR IB� IB�
J ALL LEM BLADES
IB IBJ
INTERIOR/PMERIOR
TYPICAL CR055 SECTION
TC
BOTTOM
TABLE 2
MINIMUM SHUTTER SEPARATION FROM GLAZING
GLAZING SEPARATION (INCHES)
BLADE TYPE
BLADE SPAN
<=60'
<-104'
<-IG2'
ALUMINUM
2'
23/4'
3'
ALL ELEVATIONS
IEXAN
3'
3'
3'
<-30' ELEVATION
UEXAN
2 I/8'
3'
3'
>30 ELEVATION
NOTES:
I. vrs vorr manxeauws s,wu aeMuwvm RDM
N.Ic io ms
aA s MorislAoe suun¢
III 0 C mew
z. wss svnwnox Is Nmuueltam vmrvx mNI4
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A
uIM elsse nxo rssermu rxlunm as omr+m ox asa
z
IN
3WII[N SHNRR I9A59LM&m WIM �Ix ML90� dAN6 n2
UftGHi GIP99 9PPPRpi10l+ SXNL KRV.
APR 28 285
Al
15-112
02Of 13
TYPICAL SECTIONS A, B 1, 52, B3, 84
AND ANCHOR 5CHEDULE
I/4-14%I' GRS SOS OR u z u10%3/4' TEKS
5ECOON A t/4-20%1/2' HHNS W/NUT JN AT 12- OC
WILT-1901. ANGU: SPACED AT 12'OC
HEADEROR5ILL Is
oPTIDNAL
2 2A 11 `` I SECTION B I
uAGN5TABLE TRACK
EMHEO. _ I ON R EP5E ANGLE
i SILL ONLY
N
_ r ANCHORS DESIGN
E �yW ]�' AS PER SECTION
a ANCHORS DESIGNED i B /-10 ;' wa ON TABLE BELOW
8o AS PER SECTION A
z 1/lB ON TABLE BELOW
z H 1/4-14%1' GRS SOS DR
1/4-2OX3/4' PHMS W/NUT
SPACED AT 5'OC _ EMBED. —I
z SECTION BI
1/IB A'TRACKON
REVERSE ANGLE a;
SILL ONLY
a 1/IB
ANCHORS DESIGNED/� SECTION 53
- e-e AS PER SECTION BI = AT 12/4�LTEK� 51IL ONLY
4 11 'i u a IOX
ON TABLE BELOW ADJU5TABIH ON
STD ANGLE
I/IB
I
OPTIMAL
1/4-14%1' GR5 SOS OR
1/4-ROX1/2' HHMS V/NUT
SPACED AT 12.00
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE
AN
SECTION 32
'A' TRACK CN
STD ANGU'.
5111 ONLY
1/4-20%3/4' PHMS V/NUTS 1`1
SPACED AT 5'OC
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE
MAXIMUM ANCHORAGE PRESSURE(P5F)
BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 84 60
SECTIONS
A, BI, B2
33,134
4 41 40 62 62 93 93 l24 124 l60 160
E
El
E
Et
E E
E
E
EI
I4
40
3l
62
38
93 96
l24
60
I60
84
l2
40
36
62
44
93 54
I60
]D
l60
98
8
40
40
62
62
93 81
l24
105
160
l46
6
40
40
62
62
93 93
l24
124
160
160
CHORALE SPACING
MA%IMUM ANCHORAGE PRESSURE (PEP) BASED ON SPACING IN INCHE5 ON CENTER
162 l32 108 84 60
A
Al B
B1 C D
A
Al
B BI
C
D
A
AI
B
BI
C
B
A Al
H B1 C D
A
Al
B
Bl
C
0
14
40
-- 40
40 40 40
62
--
62 49
62
49
90
22
93
60
92
60
t16 29
124 77 I18 77
160
40
160
108
L60
107
SECTIONS 12
40
-- 40
40 40 40
62
21
62 57
62
57
93
26
93
]D
93
70
124 34
1124190 l24 89
360
4J
160
126
l60
125
A,BI, B2 8
40
26 40
40 40 40
62
32
62 62
62
62
93
39
93
93
93
93
124 5l
I24 124 124 124
160
71
160
160
160
160
B3, B4 6
40
35 40
40 40 40
62
43
62 62
62
62
93
52
93
93
93
93
124 67
124 124 124 124
160
94
160
160
160
I60
4
40
40 40
40 40 40
62
62
62 62
62
62
93
79
93
93
93
93
l24 11011124
124 124 124
l60
142
160
1GO
160
160
DE
r
.. m 6omo
APR 282815
33 O
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b�'O
no� \
N
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3 w
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oArz:
P
/2&I5
S-112
NA
oArz:
P
/2&I5
S-112
DE P14
TYPICAL SECTIONS Ef
AND C
AND ANCHOR SCHEDULE
�FQ�Pf: `Y GEN&
j No. 260
ANCHORS DESIGNED
AS PER SECTION C
P
%�.c
ON TABLE BELOW
.!( 'D
R
,',Oam3
$
3,3AI"'.
ONAL
E
. m
APR 2a20
i 19I
1/IB
®q
�"Q Off®
L
�y
UOU
16
OPTIONA-
--LO w
_ :1 0� ANCHORS DESIGNED
uu AS PER SECTION B - a 1/IB
- 2, 2A 11 +F pN TABLE BELOW i
_ c
!OWL
w
SECTION L
WALL MOUNT WITHK3 OR
N
neweR OR s3LL
5ECTION 5
i
Q
BUILLOUT ON
REVERSE ANc LL
_
EMHED.�
1/19
> m
Z k y
HEADER OR
-
C)_
-.ILL
I
I/4-14%l' GRS
SDS OR
� p
V/NUT
3
3A
�o
ple
SPACED%AT212HOCS
g
ANCHORS DESIGNED
V
AS PER SECTION L
ON TABLE BELOW
�
�
MAX. BLADE SPAN IN INCHES
�q
SEE ANCHOR SCHE➢ULE ON
a m
SHEET 11 FOR ANCHOR TYPE
M
ANCHORAGE
P R E S S U R E
( P S P) B
A S
E D
O N
5 PACING
I N INCHES ONCE E
ANC
w
o Q qq
o
Cn
Va �r
O
N FFFF Q
�Z $i
MAX.
BLADE SPAN IN INCHES
P K
SEE ANCHOR SCHEDULE ON
SHEET
11 F
ANCHORAGEwunrwawa..c
G
NA
vArz,
04/2&15
vuu xcs
5-112
_n
04 OF 13
N T R
OR ANCHOR TYPE MANIMUM ANCHORAGE PRESSURE (PSF)
BASED ON SPACING IN INCHES ON CENTER
SPACING I6 132 l0H 84 60
s E EI E EI E E E El
14 40 31 62 38 8] 46 ll2 60 15] 84
SECTIONS 12 40 36 62 44 93 34 121 ]0 160 98
B 8C 8 40 40 62 62 93 ]] 124 99 ifi0 138
6 40 40 62 62 93 88 124 113 l60 158
4 40 40 62 62 93 84 l24 I08 160 I51
TYPICAL 5ECTION5 D, E€GH ANCHORS DESIGNED '•,•`eit"/`\OB
AND ANCHOR SCHEDULE AS PER SECTION GHC t
ON TABLE BELOW--"EEE s Kln\F�
DISTANCE
w
2, 2A
5ECTION D
i
INSET MOUNT W/
TRACK 2 OR 2A
w u�
MEAOfR OR 5ILL
i ¢ h
5ECTION E
m�
1/IB
pNGIE 1N5ff MOUNT
I
MEADERORSILL
MAX. BLA
SEE AN
SHEET 11
AN(
u 3.3A \
i I' w r,m 11
¢N
W
w
n
ANCHORS DESIGNED I
AS PER SECTION E III
ON TABLE BELOW
k10X3/4' TENS
AT 12' .c
12
--
--
I --I
--
122
--
--
23
2]
--
--
29
34
22
20
bl
48
30
28
12
--
22
27
35
49
9
20
24
-
25
29
30
36
23
21
39
46
29
2]
55
64
41
3]
9
4
30
37
47
66
SECTION GH
8
23
27
-
28
33
2l
19
34
40
25
23
44
Sl
33
30
6l
72
46
42
8
7
34
4
5
74
6
30
3
23
21
37
44
28
25
46
53
34
31
59
69
43
40
82
96
61
56
6
37
45
5
71
99
4
40
40
34
3l
56
62
42
38
68
80
51
47
88
1103165
60
l23
144 9l
84
4
38
47
57
74
I03
SECTION GH
AWUSTABU! MOUNT
HEADER/SILL
APR 2820i5'•' 388
a00 V
Nw v�i�w
ELI
N
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> ��G
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TYPICAL 5ECfION5 G, F AND I
AND ANCHOR5CHEDULE I ,,••/,"� ENNyF i --
N.
w 1/IB u j¢ SECTIONES`_'�•
H RECESSED MOUNT STAT °PO STAT
MIOX3/4' TEKS s SILL ONLY a s (DIR
pp au-2
AT 12- a� „m • S/ONAL E • = ,„
i I— i .........^ i m
M J
k SECIONG ;I APR 28M5"' �`�
ANCHORS TYPE UM
s
i ADAUSTABLE MOUNT -w A, B, C OR D z
f SILL ONLY EDGE CLEARANCE (EC) SPACED AT 48.00 O O w
INTO CONCRETE. 4' 13000 P51 CONCRETO APPLICABLE FOR ALL LOAD q�ln_
m INTO WOOD-21/2'p OD SG:0.55) (Eb EDGE >
3 I INTO METAL+2'IECGiKaLm.pt..Tn A%S� CLEARANCE CONDITIONS FROM TABLE 1 �wvi�w
a
- (ED) EDGE �
DISTANCE
STANDARD
ANCHO LOCATION 21 ALTERNATE LOCATION
ANCHORS SPACED 22 ANCHORS SPACED 'A
AS PER SECTION G AS PER SECTION G1
ON TABLE BELOW ;r (OE�) w ON TABLE BELOW Q
OISIk10: "I I/IB > mw4
ALTERNATE (ED) I d •A• TRACKSECTI502i MOUNT N F O r
EDGE DISTANCE-1 SILL ONLY Z O�
�_g
Gw o00
C) o �
ANCHORS DESIGNED p r3
AS PER SECTION F d p
I� ON TABLE BELOW ! u7 < S
u
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J
(ED) EDGE £ O
DISTANCE W rcl
MAX. BLADE SPAN IN INCHES n
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE a
MAXIMUM ANCHORAGE PRESSURE(P5F) BASED ON SPACING IN INCHES ON CENTER i w
ANCHORAGE SPACING 162 1 132 108W159
84 60 $44
132 108 84 60 o Q
s A B C 0 A B C D A B B C D A B C D E E o (n
a Q
Z �r
16 28 39 15 21 35 42 -- 25 42 51 23 3l 55 66 29 40 ]6 93 41 55 16 35 43 53 68 95 P K
SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 4l ]3 88 39 53 102 123 54 74 1 40 58 70 90 1 7
G1 OR 8 40 40 30 40 62 62 3] 50 BS 93 45 62 109 l32 58 19 153 160 81 Ill 8 40 62 93 136 160
6 40 40 40 40 62 62 49 62 93 93 60 82 145 160 77 l06 160116011081148 6 40 62 93 160 160 �°^°°•"'RH=
4 40 40 40 40 62 62 62 62 93 93 90 93 160 160 116 158 60 60 60 60 4 40 62 93 160 16U swe:
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16
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--
--
--
--
20
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21
25
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22327--283364325
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63535
2834
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SECTION G2B320
20354124244250
4 64
3838]653
53
42516692
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402626465432325667
3 86
5150
1021207170
56
6888
123
44040
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39626248488593
09 124
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75
l53
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59
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93
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OR
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1
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08 OF 13
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6063-T6 PIUMINUM
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DESCRIPTION
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1.25
3.0
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1.25
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O.B95
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3- I' He BUILT-0UTTRAOK 3.1- I'p}' BO TRACK Wp
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HFFDEW 5ILL MOUNT
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120E 13
HPADER /SILL MOUNT RAN GUARD (RG)
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LOCKING BLADE LOCKING BLADE
0.63 0.62
2,
ALLOWABLE DE5IGNED PRE55URE5
FOR SECTION X WON 1/4' ALUMINUM PLATE
BLADE
SPAN
MAXIMUM DE51GNED
PRE55UR2(P5F
(IN)
BLADE I
BLADE I
GO
±159
±159
72
±132
±132
84
±113
±113
90
SIOG
SIOG
105
± 88
± 88
12G
t G8
t G8
132
± G2
t GI
144
+48, -52
+45 -47
IG2
+30,-40
+28,-33
5ECTION X
TRACX 2 OR 2A IN5ET MOUNT
SECURED TO AN ALUMINUM PI -ATE
31!1 11 w000 TRU55M
(4 PER RAFTER)
1 /4'X 2 1/4 FH TAPCONS
WITH 2- MINIMUM
PENETRATION INTO WOOD
FOR
1/4'-14X 2' SELF DRILLING SCREWS
SEE SHEET 5 MOUNT TYPE 0
ANCHOR TYPE D FOR ANCHOR SPACING
ALLOWABLE DE5IGNED PRE55URE5
FOR5EWONXWR 1/5'AWMINUM PLATE
BLADE
SPAN
MAXIMUM DESIGNED
PRE55URE(P5F)
(IN)
BLADE I
BLADE I
GO
±99
±99
72
±82
±82
84
±71
±71
90
tGG
tGG
108
±55
±55
12G
±47
t47
132
t45
t45
144
±41
±41
IG2
=30
+28,-30
NOTE: 1- LINEAR INTfRPOIA11ON 15 A AGUE BETWEEN SLOE 5PAN 57F5
5.00
ry
-T6
6�
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GO
TIER
ALTERNATE TO PIATE
1/4'%2X5" GOG3-TG ALUMINUM ANGLE
1
S.OD�
O
I/8'X5' 6063-T6 ALUMINUM PLATE
ALTERNATE TO PLATE
1/8X2'X5- G063-TG ALUMINUM ANGLE
1
41 No. 5260 .: Eq
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IF
. RECEr"-D JUL 262017 1a3-da0
THE SHAFFER GROUP, INC.
2440 SE FEDERAL HWY (STE 110)
STUART, FLORIDA 34997-1795
(772)220-4990
Date: 06/30/17
TO: ST. LUCIE COUNTY
BUILDING DEPT.
RE: . CONVENIENCE STORE
1107 S. 33!d_STREET
FT. PIERCE,•FL.�
OWNER: CRYIL THOMAS
VERO BEACH, FLORIDA
CERTIFICATION
M
WE HAVE INSPECTED THE INSTALLATION OF ACCORDIAN SHUTTERS AT
THE (2) ENTRY DOORS WITH SIDELIGHTS AT THE ABOVE REFERENCED
LOCATION.
THE ACCORDIAN SHUTTERS WERE MANUFACTURED BY NATIONAL
APPROVED SHUTTER ASSOCIATION, LLC.
THE INSTALLATION WAS DONE IN A GOOD WORKMANSHIP MANNER.
WE CERTIFY THIS INSTALLATION AS COMPLETED IS IN SUBSTANCIAL
COMPLIANCE WITH THE FLORIDA PRODUCT APPR,9,1% g f,16893.1)
REQUIREMENTS.' ��GK D Sys,%,
O •'•�\CENS�c''•,'��
No.26694
Submitted
FredrckD. Sbaffer, P.E. (R. Lis 66941 kt;
STATE OF
�'��SZONAL' ?: