HomeMy WebLinkAboutALUMINUM DOOR/
e u ro - wa
DESIGN PRESSURE RATING LARGE AND SMALL
VARIES SEE TABLE 2 MISSILE IMPACT RESISTANT WATER INFILTRATION RATING= VARIES
MAX. GPFNING WIDTH
07 A8
81
N2
#3
N4
95
#6
09
w
z�E
a t9
w
m
APPROVED FOR UNLIMITED
CONFIGURATIONS IN BOTH
OUTSV ING AND INSWING
MAX. PANEL
WIDTH
GENERAL NOTES:
1) THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING t ANN -.090 EXTERIOR i' ANN-.090 EXTERIOR
CODE(STH EDITION), INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHL). SGP414".ANN. F.T. OUTBOARD SGP-114"ANN.
T�"
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN VJIND•BORNE DEBRIS REGIONS. LAMINATED LITE LAMINATED LITE
LITE
(�"BITE) (�' BITE)
3) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY DRY GLAZING DRY GLAZING
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY GASKETS ALUMINUM SNAP -IN GASKETS ALUMINUM SNAP -IN
UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. GLAZING BEAD GLAZING BEAD
SETTING BLOCKS ----'SETTING BLOCKS
4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF @; POINTS DOOR RAIL @ j POINTS DOOR RAIL
SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULDBESEALED.
OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS
AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INTERIOR INTERIOR
5) 114- MAX SH144S ARE REOUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE GLAZING DETAIL (GT-1) GLAZING DETAIL (GT-2)
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
S) DESIGN PRESSURES: : N seALETS t t t • f SCALEWTS
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PERASTM E1300, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM PPS,
1 7) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE O, •• C E N ••o O,O
1 REQUIRED DESIGN PRESSURE. THE 33-InV STRESS INCREASE HAS NOT BEEN USED IN THEDESIGNOFTHIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS t//STA FOLD Bl-FOLD ALUMINUM DOOR
THATCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SRALLMEETTHEREQUIREMENTSOFTHE Lot• .�
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. • N c 0 PREPARED FOR;
• OHS- s. •, Yt -18/2018 241R00 � ALL eo Blvd.
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING ,. s
CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ��"� >H� • D iN BY; Port Charlotte, FL33980
't. "� - • N SULLIVAN 1.888.989.3876
10) PRODUCT TESTED TO TAS 201. TAS 202 AND TAS 203(SEE EVALUATION REPORT FOR SPECIFICS) 281 ORIGINAL IS TS Info@ouro-wall.Com
DATE DESCRIPTI • B TH p OL SUWVAN'
REMSIOHS • FLORI A SHEET 1 OF 7
••••�•o
AL
°gaetse°4°
e�u ro,-wai i
U6" FROM CORNERS, 12" O.C. MAX SPACING @ HEAD
m
O�
01 02 03 04
a a a r
INDICATES A PAIR -�
OF ANCHORS @ JAMB
SEE TABLE 2
z
0:
0
U
0
O
io
- 6' FROM CORNERS -"12" D.C. MAX
TABLE 1: ALLOWABLE DESIGN PRESSURES
Allowable Design Pressures by Panel Size (d: psq
Penet Width Inches
20
24
1 28
32
36
40
44
1 48
52
72
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
75.0
78
100.0
100.0
100.0
100.0
100.0
100.0
100.0
76.0
76.0
t
84
100.0
100.0
10D.0
100.0
100.0
100.0
100.0
75.0
+60/-65
.S
90
100.0
100.0
100.0
100.0
4DO.0
75.0
75.0
4601.65
+601-65
r
96
100.0
100.0
10D.0
100.0
100.0
75.0
+601.65
♦60!-65
+601.65
es
102
1o0.0
100.0
100.0
93.2
75.0
75.0
4601.65
4601.65
108
- 75.0
96.9
63.7
75.0
75.0
+ti0F65
+601.65
e
d
114
76.0
77.9
76.0
75.0
75.0
+601.65 +601.65
+601.61.6
1 50.5
120
75.0
75.0
1 75.0
1 72.9
1 +601.65
126
75.0
75.0
68.0
62.2
1 55.7
132
75.0
65.4
68.6
51.6
1 45.1
138 •
69.o
56.9
1 49.0
43.1 -1
38.6
144
57.3
47.9
1 41.2
36.3
Note: Applies to both Inswing and ouls,ving configurations, segemented and radiused Installations
INDICATES A PAIR
OF ANCHORS Qa HEAD
SEE TABLE
05 06
o a
07
0
�INDICATES A PAIR
OFANCHORS ®SILL ANCHOR ELEVATION
SEE TABLE
TABLE 2: PERIMETER ANCHOR SCHEDULE
Building
Structure
Fastener Type
Minimum
Embed,
M'nt um
IE�ge
Distance
Minimum
ogl Captor
pact
Max
ogl Ce ter
pacrng
Notes:
Mln. 2000 PSI
Concrete
Tapcon 114'
1 314'
2 112"
3"
12"
Mln.400DPS1
Concrete
Tapcon 114"
1314'
2112"
T.
12'
SYP
5/16" Lag
1 112'
: 1 112"
4"
12'
G=0.55
SPF
5116" Leg
2-
1 112"
4-
12'
G--0AS
GMggasoniryd
Tapcon 1/4"
1 3/4"
2 1/2"
3°
12'
1800 psi
LIFreImlog
1/4'-20"HWH
�L>Y'D
D1I1
I�0
12'
18 ga. min
Metal
AI. or Steel
114'-20°
• L ••
Oj2'
1/8' IhIGc
NU C: ALL Hnl:n;Ol`Y�1 RVirA V„F �j71M SRA0 /
`` • IV C N (/
• IM
o arfs c •
�5tllef., 7-
3T 1- 1
IOINAL ISSUE R
S.
DESCRIPTION
REMSIONS ♦ 'aiL f 1
10,S"/6NAL
6'DIIDIesa°�
FOLD 61-FOLD. ALUMINUM DOOR
PREPARED FOR: EURO-WALL
24100 Tiseo Blvd..
Port Charlotte, FL 33980
1.888.989.3876
info@euro-wall.com
eurol wa
to Pnnrnn nv Haar. tv
T
wall
Center
'Pivot
58"
Hinge J
3%"
1111
02
#3
04
95
#8
#7
#e
09
Hinge
Hinge
Hinge
Hinge
j
#2
#2
N2
{{2
I
5H"
58
58"
5H"
IN
L�L,,
36'
—
11..11 lende.• Am>r_
II SIT 399Y,i' II
Interior
Exledor
1. 44Yo" 44"
_x
We 14 Sue 1a
11 Pull Hlnp.
SUT6
o.sr _ oar _ ono _ oar J_ ow _oar
(PP) (PP) (PPJ IPPI 'I (PP)IPPI
�.MMMEWC.e. _ —
_ 44" 44" 44" 44" 44' 44"
(PW) (PW) (PW) (PW) (PW) (PW)
Inlerlor
sine #a sue 19. We 112 sue 113 Su. 19e SUl• 117
- PuO Wnp. It Mlnpe
Eld
. e or
su.1p sin: 13 sine is sine 17 sine ryo sun 111so
Su. 114 sae 1t9,.t�-�• C E fv •Co�G
TYPICAL OUTSWING ELEVATION 358
• � etc.a �
• 'cold rt 09/;
SCALENTS - •
vs/ - .1 0 . - �\1�-O�
�loo ANAL ba°°
119110111110,1
oar
IPP)
1.. (j):
_ 43TW'
(PW)
(E)" —
1. Hinge Finish:
2. Sill: Standard
3. Bull Type: Twin Point,
4. Active Door Hardware:
5. Liles:I
FOLD BI—FOLD ALUMINUM DOOR
EURO-WALL
24100Tlseo Blvd.
FPRPARIDFOR:
Port Chadolte, FL339801.888.989.3876
Inro@ouro-wall.com
eu ro - wa
aiiaaaina av nae�r. ,.,
Header Track: 399Y;'
Pivot
Hinge ., .. .. .. ..
#1 N2 #3 #4 #5 #8 07 #g qg
Wall r I
Center F102 9
a "2e Hinge
e
Pivot 58" 58 581, 58"
35"
Pinge vot I Sil1:399Ya' II
Hi
-3s)a"-Unit-Widlh7401Ya
(E) A:
N) __ 44�e" 44" 44" 44" 44 44" 44" 44" _ 43" (E)
(PI erior (PW) (PW) (PW) (PW) (PW) (PW) (PWj (PW)
Exterior 'nao• oao• _ o.x' _ a.x' _ oao• _ oam ow _
(PP) (PP) (PP) (PP) (PP) (PP) (PP)(PP)
Patl Handle Pun Handle Pia Handle N11 Handle
501. /2 sale p SUla /e sWe /7 SNe /lo sWe 111 SUle /14 SUIe 115?V�.
-rule /la 1. Hinge Finish:
2. Sill: Standard
3. Boll Type: Twin Point,
4. Active Door Hardware:
sWe /1 11 1 e p" Inlador 5. Liles: I
D. SUS ®'o.
a
(1 0
sWe /4 J We /5 We /a J SNe /a SNe /12 stile /13 sm. /le � •/17�,� �7 ,t� • ,�Q��
W5V FOLD BI—FOLD ALUMINUM DOOR
TYPICAL INSWING ELEVATION s o eku eA i /2slo PREPARED FOR: EUROMALL
eNxaw )
SCALE: NTS _ F x+ 24100 Tiseo Blvd.
one, s 0 A ' 0 Port Chariolle, FL 33980
e'e• T - MVAN 1.888.989.3876
28 1MoRICNAL 'J'A ; —!I inlo@euro-wall.com
N AL GNe o
l-71a 10000
r
i
euroE-wa
F
33fis
L
Header
Track
8O Rail
OGlazing
bead
4,
Modified
Standard Sill
12. Sweep
InA
(without riser)
O Modified
3.
Standard Sill
Standard Sill
(w/riser)
3('
1
(without riser)
1°
''apee.l�l.aa
e�•�p,S D.
Vsrticat Sedion
Cross
Vertical Crass Sodlon
v
_IOoson V Stmdud S91
(9.0 PSF WATER
(Odlon7 MadM1ed Standard Si01
NOT RATED FOR
�,
O • I
INFILTRATIONRATING
WATER INFILTRATION
Ca
• ivn ���
ro ; l�/SFiG FOLD SI—FOLD ALUMINUM DOOR
J D OAT % o PREPARED FOR: EURO-WALL
24100 Tim Blvd.
L'm
Part Charlotte, FL 33980
1.888.989.3876
Jy Inio�a�leuro-walLwm
•eaaaa94p4
r
(Lee Jamb Dalai)
Horizontal Cross Sedan
ILell Jamb Delall
Horizontal Crass Sedan
IPandjoo-Panal Detail!
OUTSWING
TwinPoint
�Ilt�1�➢
Horizontal pose Sedan
JRlaht Jamb Delaill,
11.. Hinge torl�ar
Hoozontal Crosa Sedon
(Panel -to -Panel Detail - �O
INSWING 0��`l��k�
a NM%51358„
'°•eIOY/ONAL e
�'�:�rtrttta0
1 "—]
�"17/arr—i
FOLD Bl—FOLD ALUM/NUM DOOR
PREPARED FOR: EURO-WALL
24100 Tlseo Blvd.
Port Charlotte, FL 33980
1.888.989.3878
Info@euro-wall.corn
eu.ro-wa
Folding Door - C3 - BILL OF MATERIALS
ITEM#
PART#
DESCRIPTION
MATERIAL
MANUFACTURER
1
C3Header
Header Track
Aluminum 6063 - T5
SAPA
2
C3 Jamb
Jamb
Aluminum 6063 - T5
SAPA
3
C3-Sill-St
Standard Sill (with riser)
Aluminum 6063 - T5
SAPA
4
C3-Sill-St (m)
ModifiedStandard Sill
Aluminum 6063 - T5
SAPA
5
C3-Sill-ADA
ADA Sill
Aluminum 6063 - T5
SAPA
6
C3-R Stile
Recessed Stile
Aluminum 6063 - T5
SAPA
7
C3-MP Stile
Active Stile
Aluminum 6063 - T5
SAPA
8
C3-Rail
Rail
Aluminum 6063 - T5
SAPA
9
C3-Bead
Glazing Bead
Aluminum 6063 - T5
SAPA
10
C3-Ast
Astragal
Aluminum 6063 - T5
SAPA
11
C3-Hinge
Hinges
Assembly
EuroWall
12
C3-Swp
Sweep
Rubber
EuroWall
13
C3-MPL
Multipoint Lock
Assembly (304 SS)
EuroWall
—14—
-C3-TPL
-Twinpoint-Lock
-Assembly-(304-SS)—
-EuroWall
15
C3-Glass
Glass
16
C3-DGG
EPDM Dry Glazing Gaskets
ASTM C 864-05
Trelleborg
17
18
31Y8 31 y2'
M
N
al N
r1 RECESSED STILE ACT VE ST LE
n.a _7 wu me ine.rwry
nanuwm.n
M
23/1g'
B PANEL RAIL
N
CO.
4%"
f'-'\ HEADER RACK
-N
m
N
7
2 JAMB
a�
N
L 4y '
MOD STANDARDS LL IO RISER
4 a<ra "n
'Y3Y
N
LAzw .'�%C E NO •e
•
� zwu •
— �/ TTl O_ •
�NALoa0o
N
J 4y2
i1 STANDARD SILL WIRISER
4y„ _
�LL
8 D Srkc�rt.
13Y2'
FOLD BI—FOLD ALUMINUM DOOR
PREPARED FOR: EURO-WALL
24100 Tim Blvd:
Port Chadolle, FL 33980
1.888.989.3876
Infoa@euro-\vall.com
JB&B Engineerin
5203 Silver
Wesley Ch,
Email:
Consultants, LLC
farm Terrace
el, FL 33544
-545-1323
Vista FoldTM Bi-Fold Alu inuDoor System(HVHZ)
-Large and Small Missile
sile Imnact Resistant.
1.0 Product Manufacturer: Euro-Wall Systems, LL
24100 Tiseo Blvd.
Port Charlotte, FL 33981
2.0 Code edition: Florida Building Code 5th edition
Florida Building Code 5th edition
3.0 Evaluation Method: Engineering Evaluation.,(m
4.0 Product Category: Exterior Doors
4.1 Product Sub -Category: Swinging Exteric
5.0 Product Description:
5.1 Exterior Head -Aluminum (6063 T5)
52 Exterior Jamb -Aluminum (606345)
5.3 Standard Sill -Aluminum (6063-T5)
5.3.1 Standard Sill (modified)-Alumi
5.3.2 ADA Sill -Aluminum (6063-T5)
5.4 Panel Rails and Stiles -Aluminum (6063=
5.5 Glazing Option #1: 9/16" O.A. (1/4"-AN-.
5.5.1 Glazing Option #1: V O.A. (1/�
5.6 Glazing Method -Exterior dry glazed with
5.7 Drainage- Sill liner with weeped sill
6.0 Code Testing Performance Requirements (H%
6.1 TAS 201-94 Impact Test Procedures
6.2 TAS 202=94 Criteria for Testing Impact a
Components Using Uniform Static Air Pr
6.3 TAS 203-94 Criteria for Testing Products
7.0 Performance Test Results Summary:
7.1 Blackwater Testing, Inc. (Miami -Dade CE
7.1.1 Signed/Sealed by Yamil Kuri, F
7.1.2 TAS 201-Large Missile Impact;
7.1.3 TAS 2037Cyclic Pressure Load
7.1.4 Overall Size= 332-1/8" x 120"
7.1.5 Panel Size= 36-5/16" x 116"
7.2 Blackwater Testing, Inc. (Miami -Dade Ce
7.2.1 Signed/Sealed by Yamil Kuri; F
7.2.2 TAS 202-Air Infiltration a 1.57
7.2.3 TAS 202-Water Infiltration (ASl
7.2.4 TAS 202-Structural Loads (DP
7.2.5 Overall Size= 332-1/8" x 120" :
7.2.6 Panel Size='36-5/16" x 116"
4)-Building Volume-HVHZ
4)-Residential Volume-HVHZ
1 D) in accordance with 61 G20-3 F.A.C.
Door Asserriblies (Inswing and Outswing)
(6063-T5)
10 Sentry Glass-lX' AN)
FT 5/16"A.S.-1/4"-AN-.090 Sentry Glass-1/4"AN)
PDM gaskets meeting ASTM 864-05
Non -Impact Resistant Building Envelope
to Cyclic Wind Pressure Loading
tification #14-0911.04) Report #:BT.CON-15-001
E. On May 191h, 2016
)P f 75.0 psf)
79 ft2
fication #14-0911..04) Report #:BT-EUW-15-001
:. On May 191h, 2015
sf (ASTM E 283)-0.15 cfm/112
n E 331)-11:25 psf (standard sill with riser)
75.0 psf)
76.79' ft?
Page 1.14.
Vista Fold'"' Bi-fold Aluminum Door System Evaluation Report (110)
JB&B Engineerlr
5203 Silveri
Wesley Chi
Phone: 8
Email: TSulliva
7.0 Performance Test Results (cont.):
7.3 Architectural Testing, Inc. Report #:C5!
7.3.1 Signed/Sealed by Shawn G.
7.3.2 TAS202-Air Infiltration @ 1.!
7.3.3 TAS 202-Water Infiltration (A
7.3.4 TAS 202-Structural Loads (E
7.3.5 TAS 201-Large Missile Impa
7.3.6 TAS 203-Cyclic Pressure Lo
7.3.7 Overall Size= 220-1/2" x 12C
7.3.8 Panel Size= 36-1/8" x 115-7)
7.4 Architectural Testing, Inc. Report #:C4f
7.4.1 Signed/Sealed by Shawn G.
7.4.2 TAS 202-Air Infiltration-ADA;
7.4.3 TAS 202-Structural Loads (D
7.4.4 Overall size #1= 220-1/2" x 1
7.4.5 Panel Size #1= 36-1/8" x 11Z
7.4.6 Overall Size #2= 74-2-3/4" x
7.4.7 Panel Size #2= 36-7/16" x 11
g Consultants, LLC
Charm Terrace
ipel, FL 33544
13-545-1323
3.01-401-18
Alins, P.E. on June 181h,2013
psf (ASTM E 283)-0.11 cfm/ft2
M E 331)-9.19 psf (standard sill with riser)
f 60.0 psf)
ling (DP t 60.0 psf)
=276.79 ft2
20.04-401-18 (Specimen #1 and #2)
Collins, P.E. on June 181h,2013
ill #1 @ 1.57 psf (ASTM E 283)-0.23 cfm/ftz
1 t 75.0 psf)
?0"=276.79 ft2
•7/8"
20" =64.58 ft2
i-7/8"
7.5 Intertek Report #: 1002455458COQ-004A
7.5.1 ASTM 1886-Large Missile Impacts -Missile Level D-Wind Zone 4
7.5.2 ASTM 1996-Cyclic Pressure Loads (DP t 100.0 psf)
7.5.3 Overall Size= 159" x 1001, =110.42 ft2
7.5.4 Panel Size= 39" x 95-15/16"
7.6 Intertek Report #: 1 00244636COQ-002
7.6.1 ASTM E 330-Structural Load (DP t 70.0 psf)
7.6.2 Overall size =160" x 100"=111.11 ft2
7.6.3 Panel Size = 39" x 95-11/16"
7.7 Blackwater Testing, Inc.(Miami-Dade Certification #14-0911.04) Report #:BTTEUW-16-002A
7.6.1 TAS 201-Large Missile Impacts
7.6.2 TAS 203-Cyclic Pressure Loading (DP+60.0/-65.0 psf)
7.6.3 Overall size = 312-5/8" x 120"=260.52 ft2
7.6.4 Panel Size = 44" x 115-7/8"
7.8 Blackwater Testing, Inc.(Miami-Dade Certification #A14-0911.04) Report #:BT EUW-16-002A S
7.6.1 TAS 202/ASTM E 283 @ 1.57 psf (0.156 cfm/ftz)
7.6.2 TAS 202/ASTM E 331 Waterlpenetration @ 9.00 psf
7.6.3 TAS 202/ASTM E 330 Struct 1 ral +60.0/-65.0 psf
7.6.4 AAMA 1304-Forced Entry Resistance- Pass
7.6.5 Overall size = 312-5/8" x 120"=260.52 ft2
7.6.6 Panel Size = 44" is 115-7/8"
Page214
Vista Fold"" Bi-fold Aluminum Door System Evalual on Report (RO)
JB&B Engineering Consultants, LLC
5203 Silver Charm Terrace
Wesley Ch�pel, FL 33544
Phone: 813-545-1323
Email: TSulliVa hehd't@.iafhail.com:
Florida Certificate of Authorization #30903
8.0 Engineering Analysis and Evaluation:
Allowable Design Pressures
by Panel Size (± psf)
Panel Width
(inches)
_ _-20;
24i
28' _'�
_ 32-',
�
f. - ,36- ...
; _` 40,._ -
_ -44= _.
' . 48 -
_' 52' _
72 __
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
75.0
N
d
` = 78..`-.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
75.0
75.0
v
100.0
100.0
100.0
100.11
100.0
100.0
100.0
75.0
+60/-65
100.0
100.0
100.0
100.0,
100.0
75.0
75.0
+60/-65
+60/-65
96;
100.0
100.0
100.0
100.0,
100.0
75.0
+60/-65
+60/-65
+60%65
_ 102;' _
100.0
100.0
100.0
93.21
75.0
75.0
+60/-65
+60/-65
-
c
IL
'108:.:
75.0
96.9
83.7
75.01
75.0
75.0
+60/-65
55.7
46.1
38.5
+60/-65 +60/-65
+60/-65 +60/-65
+60/-61.6 '
50.5
-
_
,
114.=:
75.0
77.9
75.0
75.-07
_ 120 `:
75.0
75.0
75.0
72.9
126; ,
75.0
75.0
68.0
62.21
32`
75.0
65.4
58.6
51.51
_ ._1.381 -
68.0
56.9
49.0
43.1
_144 __
57.3
47.9
41.2
36.311
dote: Applies to both inswing and outswing configurations, segemented and radiused installations
8.1 Installation Anchorage Analysis signed and sealed by Thomas D. Sullivan, P.E. for multiple
substrates
8.2 Engineering Evaluation report signed and sealed by Thomas D. Sullivan, P.E. for
conformance to the Florida Building Code 5th edition (2014)
8.3 Glazing complies with ASTM E 1300-04
9.0 Installation Instructions:
9.1 Installation instructions signed and sealed by Thomas D. Sullivan, P.E. for the Vista-FoldTm Bi-
Fold Aluminum Folding Door System
10.0 Limits and Conditions of Use:
10.1 Limited to maximum frame area= 416.19 f A2 (1.5x max tested frame area)
10.2 Max panel size as shown -
10.3 Limited to non -shuttered applications inside and outside of the HVHZ where the
project specific allowable stress design pressure does not exceed the pressures indicated in the
chart noted in section 8.0 when determined in accordance with ASCE 7-10
10.4 Alternate conditions not specifically addressed by this approval shall be designed by a
registered Florida Professional Engineer or Architect
10.5 The structural adequacy of the substrate bearing the wind loads superimposed by this
product are the responsibility of others
10.6 Conformance to the requirements of the Florida Building Energy, as applicable, are not
included in the scope of this evaluation.
Page 314
Vista Fold'"' Bi-fold Aluminum Door System Evaluation 1eport (110)
JB&B Engineerir
5203 Silver
Wesley Ch,
Phone: 8,
Email: TSulliva
Florida Certificate o
11.0 Certificate of Independence: Pursuant to the
this Florida Professional Engineer, performing this e
any company manufacturing or distributing product:
certify that this Florida Professional Engineer, does
other entity involved in the approval process of this
12.0 Certification: In the professional opinion of thi
Vista FoldTm Bi-Fold Aluminum Door System meets
edition for �q0o tP-►etl� fe in the HVHZ when utili
�.•�P,S.D.
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Total Pages, o UNAL
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j Consultants, LLC
harm Terrace
pel, FL 33644
3-545-1323
•equirements of 61G20-3 F.A.C, I hereby certify that
taluation, does not have nor will acquire an interest in
for which the report is being issued. This is also to
iot have, nor will acquire a financial interest in any
iroduct.
evaluating engineer the aforementioned product, the
ie requirements of the Florida Building Code 5th,
ed within the limits of use noted herein.
Page .414
Vista Fold'" Bi-fold Aluminum Door System Evaluation Report (RO)