HomeMy WebLinkAbout0911-0038 SLIDING DOOR DESIGNi
"'' EN G C 'O Inc.
�y
Engineering Services - CA 6116
6971W Sunrise Blvd. Suite 104
Plantation - Florida - 33313
Tel: (954) 585-0304 Fax (954) 585-0305
Email: Engco@AOL.com
Manufacturer Southeastern Dc
1505 Commerce
Jupiter, FI - 3345
Company
m
Scope of work: Sliding Door Design
Project: Miramar Condomi i ium
10000 South Ocean Drive
Jensen Beach, FI
M.NO EXCEPTIONS TAKEN
❑ MAKE CORRECTIONS NOTED
CHECKING IS ONLY FOR GENERAL COI
PROJECT AND GENERAL COMPLIANT
DOCUMENTS. ANY ACTION SHOWN AB
PLANS AND SPECIFICATIONS. CONTRA
SHALL BE FABRICATED AND CORREU
AND TECHNIQUES OF CONSTRUCTION;
OTHER TRADES; AND THE SATISFACTC
•AL. RF:VI �. Vr'd
0 REVISE AND RESUBMIT
❑ SUBMIT'SPECIFIED ITEM
IRMANCE WITH THE DESIGN CONCEPT OF THE
WITH THE INFORMATION IN THE CONTRACT
E, IS SUBJECT TO THE REQUIREMENTS OF THE
OR IS RESPONSIBLE FOR: DIMENSIONS WHICH
D AT THE JOB SITE; FABRICATION PROCESSES
)ORDINATION OF HIS WORK WITH THAT OF ALL
'PERFORMANCE OF HIS WORK
CSM E:NPINEERS, LLC
S—WyMOINO. STUAFlT, FL N
E?ATEF ;��
Ref#:
09-225
z
7
REF.#: 09-225
Date: 10/14/2009
E N G C O, IPC.
Engineering Services - CA18116
6971 W Sunrise Blvd. Suite 104
Plantation - Florida - 33313
Tel: (954) 585-0304 Fax: (954) 585-0305
Email: Engco@AOL.com
Manufacturer Southeastern Door Company
1505 Commerce Lane - Jupiter, FI - 33458
Job: Miramar Condominium
10000 South Ocean Drive - Jensen Beach, FI -
Design by: PEDRO DE FIGUEIREDO, PE 52609
Lsheet
..------- ...___..____--- _------- ______..__------ ._........ t"._....------------------------------------------------------ __-._..______-_--__---___
1: Scope of Work: Verify adequacy of sliding glass door as per drawings 09.225
___--___..______.______-.-----------------------
--------------- .--- _..., ------- ______------- ____----- __
-------------------------- ------------------------------------------------
2- Project Data:
_..___________________________________________.._.,--------------- _---------------------- _---------------------------
._____
_______________ Project location: Miramar Condo m inium -Jensen Beach - Florida
__________________________________________________________________..________-__________.__
Code: Florida Building 2007{, Wind Loads provided by others
Product: Series 5000 Sliding Gla$s Door manufactured by Southeastern Door Company w/ Miami -Dade
NOA # 08-0514.09 and new test data (see schedule on sheet 1.1)
_..._...._......------------------- --..--...._-....._._F..---- .---------------- .--------------
3- Verify Door Capacity:. -^
Finished
I
Finished
Pressure
Negative
Large Missile
Small Missile
Unit Mark
Configuration
Width
Door Yodule
Height
Rating
Rating
Glazing
Glazing
A
OX-XO
143.250
35.a13
95.500
+90,-100
+90,-100
A
C
B
0X-X0
143.250
35.I813
95.500
+90,-100
+90,-100
A
C
C
OX
98.500
491250
96.000
+70,-85.5
+70,-96
D
C
D
OX .
98.125
491063
96.250
+70,-85.5
+70,-96
D
C
E
OX
72.625
36,I.313
95.625
+90,-100
+90,-100
A
C
------------
4- Door provided Designed Lodas:
Under.Small Missile Under Large Missile
Unit Mark
Positive
Design
Negative
Design
Rating
A
52
85
+90,-100
B
52
85
+90,-100
C
53
93
+70,-96
D
53
93
+70,-96
E
53
96
+I90,-100
Unit Mark
Positive
Design
Negative
Design
Rating
A
40
66
+90,-100
B
40
66
+90,-100
C
41
73
+70,-85.5
D
41
73
+70,-85.5
E
42
79 ., '
+90,-100
V
Test Schedule Summary
TAS 201
TAS 203
TAS 202
ASTM E1996-05
ASTM E1986-05
F Inning Anchora e
Track
Sample
Operable
Fixed
ASTM
ASTM
I ASTM
ASTM F842
LARGE &
Glass
Glass DLO
Glass DLO
Report #
Date
Type
Mark
Configuration
Overall Size
Panel
Panel
E283
E331
E330
FORCE ENTRYSMALL
MISSILE
CYCLIC
Type
Operable
Fixed
Header
Sill
Jambs
HTL
Two rows 1/4"
Two rows 1/4'
Two rows 114"
01 -08
6/162008
THREE
1
XX-XO
192 x 108
48.25 x
48.25 x
6.24
10.5
+70, -70
PASS
PASS
42100 x
42100 x
Tapcons 1-1/2" into
Tapcons 2-1/4" into
Tapcons 2-1/4' into
wl rein
w/relnf.
106.75
106.75
+70, -70
D
100
100
,�,00d, 6" from each
concrete, 6" from
wood, 6" from each
end and maximum 24"
each end and
end and maximum
cc
maximum 24" cc
16' cc
HTL
-
Two rows 1/4"
Two rows 1/4'
Two rows 1/4'
01 -08
2/122009
THREE
2
XX-XO
192 x 96
48.25 x
48.25 x
6.24
13.5
+90, -90
PASS
PASS
+g0,
42125 x
Tapcons 1-1/2" into
Tapcons 2-1/4" into
Tapcons 2-1/4" into
wr
leinf.
eln
94.78
94.75
-90
A / B
42.125 x 86
88
wood, 6" from each
concrete, 6' from
wood, 6" from each
end and maximum 24"
each end and
end and maximum
cc
maximum 24" oc
16" cc
Two rows 1/4"
Two rows 1/4'
Two rows 1/4"
3
XX-XO
192 x 96
4825 x
48.25 x
NA
NA
+90, -90
NA
PASS
42.125 x
Tapcons 1-12' into
Tapcons 2-1/4" Into
Tapcons 2-1/4'
-- -
94.75
94.75
+g0, -90
A / C
42.125 x 88
88
wood, 6" from each
concrete, 6' from
wood, 6' from ,�
--
--
.-
_
end and maximum 24"
each end and
end and maximum
cc
maximum 24" oc
16" oc
HTL
Two rows 1/4" -
Two fows-114'
Two rows-114'
0151-0801-08
2/122009
THREE
1
XX-XO
192 x 96
48.25 x
48.25 x
NA
NA
NA
NA
42.125 x
Tapcons 1-12' into
Tapcons 2-1/4' into
Tapcons 2-114" into
wlout relnE
94.76
94.75
PASS
+70, -70
A / B
42.125 x 88
88
wood, 6" from each
concrete, 6' from
wood, 6" from each
end and maximum 24'
each end and
end and maximum
cc
maximum 24" oc
16" oc
Two rows 1/4"
Two rows 1/4"
Two rows 1/4"
2
XX-XO
192 x 96
48.25 x
94.75
48.25 x
94.75
6.24
10.5
+70, -70
PASS
PASS
+70, -70
A / B
42.125 x 88
42.125 x
Tapcons 1-12" into
wood, 6" from each
Tapcons 2-114" into
concrete, 6" from
Tapcons 2-1/4" into
wood, 6' from each
88
end and maximum 24"
each end and
and and maximum
cc
maximum 24" oc
16" oc
HTL
Two rows 1/4-
Two rows 4/4"
Two rows 1/4-
0151
9/92009
TWO
1
OXX-XXO
288 x 96
624
10.5
+70, -70
PASS
LARGE
Tapcons 1-12" into
Tapcons 2-1/4" into
Tapcons 2-1/4" into
reinf.
wl relnf.
.
94.75
94975
SMALL
*100, -100
A / B / C
43 x 88
43 x 88
wood, 6" from each
concrete, 6" from
wood, 6" from each
end and maximum 24"
each end and
end and maximum
cc
maximum 24"oc
16"oc
HTL
Two rows 1/4' Pan
Two rows 1/4' Flat
Two rows 1/4' Flat
0151
9/92009
THREE
1
OX
104 x 97.5
52 x
52 x
NA
NA
+96, -96
NA
SMALL
+98,
C
45.875 x
45.875 x
Head Tapcons into
from
Head Tapcons Into
Head Tapcons into
w/relnf.96.25
reinf.
96.25
-96
89.5
89.5
wood, 6" each
wad, 6" from each
wod, 6' from each
end and maximum 24'
end and maximum
end and maxim*
cc
24" cc
24" cc
Glazina Confiaurations:
Overall
Impact
Type
Thickness
Outer Lite
Interla er
Inner Lite
Level
Glass Bite
0.090 DuPont SentryGlas Plus
Large /
A
9/16"
114" HS
lonoplast
1/4" HS
Level D
3/4"
0.060 DuPont Butaclte PVB
Small /
B
9/16"
1/4- HS
114" HS
3/4"0.035
DuPont SentryGlas Plus
C
9/16"
1/4' HS
lonoplast
1/4" HS
jLevel
34'0.100
DuPont SenlryGlas Plus
D
9/16"
1/4" HS
lonoplast
1/4- HS
3/4'
FLORIDA I G -
CORPORATE OFI
6655 Garden Road
ML Riviera Beach, FL 3
561.881.0020
HTLTEST.COM
I TEXAS
Soptheastern Door Company
Atlas Plul s 5000 Impact Series w/ Reinforcement
I Test Report #: 0151-0801_08
1.0 MANUFACTURER'S IDENTIFICATIO
1.1 Name of Aoolicant: N
Southeastern Door Company
1505 Commerce Lane
Jupiter, FL 33458
Voice: 561-746-5493
-1.2 Contact Person: - Fax: N/A
Trov Vva17o.
2.0 LABORATORY Ir
2.1 HTL Test Notil•ication:
2.2 HTL Lab Certifications:
3.1 Intro_ d�ion
Southeastern -Door Company retair
Plus 5000 Impact Series Aluminum
code (HVHZ) specifically test stand,
3.2 . Resort Information
Table 3.1 provides the test dates fn
4.0 PRODUCT IDEf
4.1
4:2 -
Product Tvoe -
4.3
.— Model Desi nation:
4.4
Performance Class:
Overall Size-
4.5
04.6
nbero�eo
Lize
of Sif Oa 7
4.7
4.8
Conf1ur�.
PM —wing:
Test Report #; 0151-0801-08
Report Expiration: 01/24/2014
Specimen #: 2 3
Page: 1 of 14
[CATION
HTL08020
Miami -Dade County (05-1014.01); Florida Building Code;
(TST1527); IAS (TL-244); AAMA; Texas Department of. Insurance__WpMA; Keystone Certificate
U HTL, LLC to test smock -up for Southeastern Door Company's Atlas
Tiding Glass Door System to the requirements of the Florida building
*ds TAS 201, TAS 202, and TAS 203.
each mock-up and specimen number.
3.-1: S ecimen Test Dates
* "' ► Test natA
10120mR __
Aluminum Sliding Glass Door System
Atlas Plus .5000 Impact Series yv '
+/- 90 psf /Reinforcement _
192" (w) x 96" (h)
anels: 3-
._ --
ee Pals: One (1) Fixed @ 48-1/4" -
Three (3) Operable @ 48 1/4- (w) x/94 3h 4"
XX-XO / (h) .
p ------ ----- -
This test -report is incom lete if not accompanied by
Southeastern Door Company drawing labeled "2008-03
1 through 6) bearing the ink stamp of Hurricane Test Laboratory,
LLC. oratory, ' '
J
IN
FLORI®A I GE0;
CORPORATE OFI
6655 Garden Road
Riviera Beach, FL
561.881.0020
HTLTEST.cnM
5.0 PRODUCT DESCRI
5.1 Frame Construction
The framing members wF
SIII Track 3 Track Botto
Frame Jambs 3 Track Jj
5.1 1 Typical Frame Corner Cc
The following Procedure.,
Frame Corner Constructi(
track end is square cut ai
Frame Corner Sealant: E
sealant.
Frame Reinforcement: Ni
NOTE: The fixed panel on
mechanically fastening-th(
FH SS spaced 6" from eac
-5.2 Door. Panel Construction
Table 5.2 provides the exti
I TEXAS
Test Report #: 0151-0801_08
Report Expiration: 01/24/2014
Specimen #: 2, 3
Page: 2 of 14
fabricated using the aluminum extrusions defined in Table 5.1.
5.1: Aluminum Extrusion. Details
Part
4.518" x 1.12.1" x 0.186" 6063-T6
3 5.250" x 3.250" x 0.182" 6063-T6
1 4.707" x 1.125" x 0:094" 5n�_-r�
were utilized when assembling the Door Frame:
i_ At each corner, the frame jamb is notched while the frame head or sill
i butted against the adjoining frame jamb.
-h frame corner is sealed using a bead of CR Laurence White Silicone
ie used.
he far right side of the speci
Joormen was-attached-to-the-frame-jamb-ey ` ----
�oend-rail'(Part #9) to the frame jamb (Part #1) using #10 x 1/2"
end and 24" on center thereafter.
used in the door panel construction of each specimen.
I able 5.2: Door Panel Extrusions
Descri tion Part #
Atlas Interlock Stile Overall Cross -Section Allo
4 1.812 x 2.736" x 0.125 _
Door_ EndRail19 2.500 x 1.125" x 0.077" 6063=T6
Door To 6063-T6
Bottom Rail 18 3.500" x 1.139" x 0.08w,
6 3.5001, x 1.139" x 0.082" 6063-T6
5.2.1 Door Panel Construction: 6063-T6
- - — --- —The-followin I - -
g-procedures - - - -- ------ - - - -- -----
(typical) were utilized when assembling each Door Panel:
Top Corner Construction. At each door panel's to corner both -adjoining member ends a
square cut th I p _ - _P -_- ___-, -
____ e 'amb is notched to receive -Header track ribs, then slid together, i.e., horizontal
member end into vertical rrjember end, and mechanically attached together using two (2), #14 x
1" S.S.
-Bottom Corner Construction: At each door panel's bottom corner; .both adjoining member
are square cut, the jamb is'notched to receive -Bottom track ribs; then slid together, i.e.,
horizontal member end into vertical member end, and mechanically attached together . ends
(1), #14 x 1IS. S. into the bottom rail and one (1) #14 x 1" S.S into roller'assembly.
t
Door Panel Joint Sealant: Each joint between the vertical and horizontal door an gone
was sealed using a bead of CR Laurence White Silicone Sealant. mbly.
NOTE: A 1.000" x 0.250" x-5.250" aluminum -stress bar was installed, ___ 2 panel members
- -- — - --total: The stress bars were installed between the interlock stile and door bottom rail, and
()per door, eight (8)
ENGINEER OF RECORD
Q6116108
FLORIDA I GEORG
CORPORATE OFFIi
6655 Garden Road
HTLRiviera Beach, FL 33,
561.881.0020
HTLTEST. COM
between the interlock sl
the doors.
5.3 All nthar
5.4
I TEXAS
Test Report #: 0151-0 0108 g
Report Expiration: 01/24/2014
Specimen #: 2, 3
Page: 3 of 14
and door top using the 14 x 1" S.S. used in the corner construction of
Table 5.3 provides all other extrusions used in the construction of these samples.
Tabl 15.3: All other aluminum extrusions
Descri tion part #
Atlas Astra al Overall Cross -Section Allo
Glazin Ada ter 17 1.672�� x 1.125" x 0.100" 6063-T6
Atlas Stiffener �3 1.513�� x 0.949" x 0.100" 6063-T6
5:3.1 Other Aluminum Extrusion Utilizat ono x 3:327" x 0.187" 6063-T6 _
—GlazincrAdaater Atta m nt The glazing adapter used at all locations of each door panel was
Slid in place and attached Iw/ flat head #10 x 1-112" S.S. F.H. located 1" from each
and no more than 24" on center thereafter. ch adapter end
Astragal Attachment: They end rail of one of the operable panels had a continuous astragal
applied to it. This astragal was attached to the' rail using#10 x 1-1/2" from the ends and 16" ma6UM on center thereafter. The astragal also had aS1 7 Spaced 3�'
0.500 dust plug at its topI-and b_ottom,___.__________-_5__x_1.25__x—_=
--Atlas-Stiffener Attachment` The Atlas Stiffener attachment_
mechanically attached wit #10 x 1-112 S.S. F.H. screws located 1" from each end and no more
was slide fit inside each interlock then
than - on center thereafter.
Harms
Table 4 provides the hardware used i th
n e mock-up.
Table 4: Door Hardware Details
Location �
6 _ 2 per operable paneli - located
on bottom rail of door panel at
Descri tion
Saunders Engineering Corp. SS (Part #
each door panel bottom corner.
P155SS) adjustable 1-11/16" diameter
nylon roller assembly
- -- - -
with aluminum.
housing -attached to the b ottom
2 End rail of operable panel
rail using
one 1 1/4" diameter in.
- centerline -of lock at 39" from
the sill.
BSL Hardware-Gemini--Multi-Point Lock
attached to stile with
2I , _._ At wall jamb and astragal
g
two (2) #6 x i/4" SS
FH screws.
BSI Hardware Gemini Multi -Point Lock
Keeper attached at jamb
I
and astragal
with four 4 #10 x 1-,/2" PH SMs
ENGINEER OF RECORD
06/16/08
H49FLORIDA I GEORC
CORPORATE OFFI
6655 Garden Road
Riviera Beach, FL 33
TL 561.881,0020
HTLTEST. COM
I TEXAS
Test Report #: 0151-0801-08
Report Expiration: 01/24/2014
Specimen #: 2, 3
Page: 4 of 14
5.5 Glazing Details
5.5.1 Glazin Materials
I
Glass Type A: 9/16" thick (overall) laminated glass consisting of the following components:
1/4" heat strengthened glass
0.090" DuPont SentryGlas® Plus ionoplast interlayer (Miami -Dade NOA #07-1116.04)
1/4" heat strengthened glass
Glass Type 6: 9/16" thickl(overall) laminated glass consisting of the fo
1/4" heat strengthened glass llowing components:
0.060" DuPont Butacite® PVB Interlayer (Miami -Dade NOA #05-1208.02)
1/4" heat strengthened glass
Glass Type C: 9/16" thick '(overall) laminated glass consisting of the following components: _
- -1/4" heat strength) ened glass _
--- —"-0:035"DuPont-SehtryGias® Plus ionoplast interlayer"(Miami-Dade NOA #07-1116.
1/4" heat strengt 'ened glass 04)
5.5.2 Glazing Method
Each glass lite was -glazed-into the door panel using a 0.570"extruded vinyl, black,
- marine-glazfng gasket produced by Team Plastics, Inc.
- - - - --- - --- 5.5.3Daylight Oneninn ah.� Glass -Bit_ - ---- - - ---- --- -- -
H- ----------------------------
Table 5.5.3 provides the daylight opening and glass bite for each lite used in the mock-
up' I -
Table 5.5.3: Daylight Opening and
Specimen Glass Bite Details I
Qty. Location, I Glass Type Daylight
Glass
2 2 Left Panels j 0 enin Bite
- 2 Ri ht Panels j B 42-1 8"- w x-88"- h - ..3j4„ -
3 2 Left Panels j A 42-1 8" w x 88" h 3/4"
2 Ri ht Panels j C 42-1/8" w x 88" h 3/4"
A 42-1 8" w x 88" h 3/4
-5.6-----n
- -W I - - -- - Bather-Strioaina-^"J�--_-_-
_
Table 5.6 provides a summary of the weather stripping used - in -the test -specimens. -
Tabl 15.6: Weather Stri in Details
- -Location j OPERABLE PANEL -
-25 If 1 row on each Atlas interlock stile) Descri tion
- - - -- - -- - - ULTRAFAB # W31205 Pile weather-strip (Single fin, 3/8" pile
_251f 1 row on each Atlas interlock stile) hei ht
N121f 2 rows on top rail - one on inside and ULTRAFAB # W31175 Pile weather-strip uVinSl Part # 14
one on outside. I_
hei ht)_ .. ------------=-- (Single fin, 3/8".pile - -----------
_,,,12lf- 2 ro_ws-on-bottom-rail----one-on inside UL
and one on outside. TRAFAB # W31235 Pile weather-strip (Single fin 1 2
height)p ( g /- "pile
I
lENGINEER OF RECORD _
i
06/16/08
l p
FLORIDA I GEORGIA I TEXAS
CORPORATE OFFICE Test Report #: 0151-0801-08
6655 Garden Road Report Expiration: 01/24/2014
H TL Riviera Beach, FL 3340I Specimen #: 2, 3
561.881.0020 COM Page: 5 of 14
HTLTEST.
Location
�261f 2 rows located on astragal.
N91f
1 row on each atlas interlock
^'91f
1 row on each atlas interlock
_81f
2 rows on top rail -one on in
one on outside
_N81f- _
2-rows -on top rail - one on in,
one on outside
-361f
Two rows per frame jamb
N81f
Frame Sill (at interior weep hol
,locations
- _ 5.7 Wee -Holes -Water. Divert
Location
Sill track
OPERABLE pgNEL
Description
ULTRAFAB # W31205 Pile weather-strip (Single fin, 3/8" pile
hei ht
FIXED PANELS
le ULTht
hei ht # W31205 Pile weather-strip (Single fin, 3/8" pile
e 0.638" x 0.382" TEAM PLASTICS Bulb Vin I Part # 14
e and ULTRAFAB # W31175 Pile weather-strip (Single fin, 3/8" pile
_
hei ht
and ULTRAFAB # W31235 Pile wAat►,o._�_
ULTRAFAB # W31205 Pile weather-strip (Single fin, 3/8" pile
height)
Ofrco -1/21, weep drain pan plug (Part # 89080-2618)
Cluster of six (6) 3/8" weep holes at
centerline of each panel.
5.8 Sealants Used I
Table 5.8 provides a summary of the sealants used in each test specimen.
I Table 5.8: Sealant slant Details -
Sealant Descri tion
Perimeter Sealant I Vulkem 116 Pol urethane Sealant
Frame Joint Sealant CR Laurence White Silicone Sealant
Door Panel Joint Sealant
CR Laurence White Silicone Sealant
I
6.0 PRODUCT INSTALLATION_
- ---Table 6:0 provides a detailed summary of the product installation. The rough openin allow
1/4" shim space along the jamb location. 9 ed for a
Location Table 6.0: Product Installation Details
Substrate I Fastener Schedule
Frame Wood Twen Fastener Descri tion
Head �' (20) fasteners located in pairs spaced Using a double row of 1/4
6" awayifrom each head end and-24" max. x 1-3/4" FH or PH
on center thereafter.
Tapcons._ 1=1- - " - -- - -
-- - /2 -min.
embe
ment
Jambs Twelve (12) fasteners per jamb located in pair Each fame Jamb was
s aced 6" from each jamb end and no more attached to the oneninn
ENGINEER OF RECORD
06/16/08
11LOREDA I GEOS
CORPORATE OFF
6655 Garden Road
Riviera Beach, FL 3
9ITL 4 - -
561.881.0020
HTLTEST. COM
FrameF(3000
ncrete
Sill psi)
7•0 TEST
Table-7,
I TEXAS
than 16" on center thereafter.
Test Report #: 0151-0801-08
Report Expiration: 01/24/2014
Specimen #: 2, 3
Page: 6 of 14
using a double row of 1/4 x
2-3/4" FH Tapcons. (2-1/4-
min. emherimcr,+N
Twenty-y p p Fastener Descri tion
(20) fasteners located in airs spaced Using a double row of/a"
6" away from each sill track end, and 24"
max on center thereafter. x 4" min FH Tapcons. (2-
1 4"min. embedment
UENCE
vides a summary of ,he test sequence -for -each -test specimen-testetl--- --
Table 7.1: Test Se uence
Test S ecimen 2 T
1. Air Infiltration Test
2. Pde-Load
est S ecimen 3
1. Positive Pre -Load
_Positive
3. Positive Design Load
4• Negative Pre -Load
2. Positive Design Load
3• Positive Overload
5. Negative- Design- L-oad--
6• Water Infiltrat on Test
4. Negative ative Pre -Load_ - - -
5' Negative Design Load
7. Positive Overload
6. Negative Overload
$• Negative Overload
7. Small Missile Impact
9. Forced Entry Resistance
9. Large Missile Impact
S0. Large Missile Im ad
P
11. Positive Cyclic Load
Positive Cyclic Load
10. Negative cyclic -Load
12. Ne ative C clic Load
8.0 TEST RESULTS
I
- Air --Infiltration Test -
-
Results - Air Infiltration Test
Table 8.1 provides the test results of the air infiltration test.
Table 8.1: Air
Infiltration
Test Results_
- - - pecimen Pressure Measured
I'Test
#-, s
cfm/ftz Allowed
cfm/ft --
2_. +1.57
+6.24
0.012 0.30
0.103
8.1.2 Conclusion - Air Infiltration Test
NA
HTL observed a measured air infiltration less than the allowed air infiltration through the test
Specimen; as such, this test Specimen satisfies
8_•_2 Water_ InfiltrationTest-
the requirements of ASTM E283 and TAS202.—____________
8.2.1 Results -Water Infiltration Test
i
FLORIDA GEORGI TEXAS
CORPORATE OFFICE Test Re port #: 0151-0801-08
6655 Garden Road Report Expiration: 01/24/2014
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MT9
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i ASTM E331 and TAS 202.r
Table 8.2 provides the results for the Ovate I infiltration test conducted per the requirements of
-- IM QLIU1! i est Kesults
Specimen Test Pressure # Spray Rate Test Duration
s 2 h/ftZ minutes Conclusion
13.50
8.2.2 Conclusion - Water Infiltration Test 5.00 15.00 No Ent
HTL observed zero (0) wa er infiltration through the test specimen; as such, this test
satisfies the requirements of ASTM E331 and-TAS 202. -
- specimen -
__._-- 8.3 _ Uniform-Static--L-oad-Test- - - — —-
8.3.1 Deflection Gaae Locations
Figure 8.3.1 shows the de ection gage locations for both specimens during the uniform static
load test.
I
Figure 8.3.1: Deflection Gage Locations
Uniform Static Load
,4 I D
19
E "1 -1 -
i�
-- - - -
F
FLORIDA I GEORGIA I TEXAS
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I
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Specimen #: 2, 3
Page: 8 of 14
8.3.2 Positive Load Test Resultsl
Table 8.3.2 provides the positive uniform static load
test results for the deflection gage locations
shown in Section 8.3.2. Tphe deflection reported is
the overall deflection
(longest unsupported span) which accounts for
between three points
support
movement.
�Table 8.3.2: Positive Uniform
_ pecimen _I. Static Load Test Results
- -- -- Load
Gage b
(--
-Location--psi
_
Deflection_ .in.- ---- -Permanent-Set in.
Measured
Allowed
0.50
0 - -
Measured
Allowed
.650
B 90.00 0.895 N A
N A
0.005
0.384
135.00 1.235 N A
0.009
0.384
67.50 1.096 N A
2 E
0.021
0.002
0:384
90.00
N A
0.038
0.3841.244
135.00 _ __2.-463 -
0.384
67, .50 0.712 N A
H 90.00 0.981
0.001
0 384
0:384
135.00 N/A
1.278 N A
0.008
0.384.
67.50 0.718 N A
B 90.00
0.024
0.008
0.384
0.384
0.971 N A
135.00 1.302 N/A
0.013
0.384
3 6450 0.890 N A
0.027
0.384
E 90,'.00 1.124 N/A
0.039
0.384
---- - - - 13$�00- 1.937 N A
0.00.0
0.-384 - - -
671 50 0.693 N A
0.000
0.384
H 90100 0.925 N A
0.010
0.384 ..
135.00 1.244 N A
0.018
0.384 .
-- - -
8.3.3 Negative Uniform
0..035- -
---0:384-- - ---- - -- -
Static Load Test Results
Table 8.3.3 provides_the_negative uniform static load
-
Section 8.3..1. test results
l
for the locations
presented in
Table, 8.3.3: Negative Uniform
Static Load Test Results
Specimen
_
# -Gage Load - Deflection in.
Lob
Location
Measured Allowed
Permanent
Set in.
67.50 0.573 N A
Measured
Allowed
2 B 90.00 0.770
0.004
0.384
- -- 1351.00-
N A - -
0.000------0.384--
E 67.50 1.074 NA
0.013
0.384
90.00 1.321 N/A
0.002
0.384
i
0.058
0.384
ENGINEER OF RECORD
06/16/0,
• FLOPI®A I GEORGIA I TEXAS
CORPORATE OFFICE Test Report #: 0151-0801-08
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, HITLI Riviera Beach, FL 33404 Specimen #; 2, 3
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135.00 .413 N/A
f 7.50 223 N A 0.244 0.384
.
H 90.00 0 872 0.001 0.384
135.00 1.359 N/A 0.008 0.384
Specimen Gage Load N A 0.052 0.384
# Location Deflection in. Permanent Set in.
�psf� Measured Measured Measured
6!7.50 0.696 Allowed
B 90.00 p 912 N A 0.004 0.384
135.00 N A 0.012 0.384
1.193 N A 0.030
67.50 1.316 0.384
- - - - -- --- - - - - - - -
- 3 - -E . 1 6.06 1.756 N/A -0:046 0.384 -
9
---- - -- 5:00---
2-417-N A 0.169
67.50 0.667 0.384
H 90.00 0.869 N A 0.012 0.384
13;5.00 N A 0.017 0.384
1.094 N/A 0.033 0.384
8.3.3:1 Conclusion Uniform Statil Load Test
Hl L observed no signs of failure in any area o_ f this test s .ecimen-dur-in the --uniform static load to
p- g: -s
addition,_ each-speeime met the permanent set and percent recovery requirements; as such this
test specimen satisfies the uniform static load test requirements of ASTM E330 and TAS test.
8.4 Forced Ent ry Resistance Test - ,his
202.
8.4.1 Results - Forced Ent Resistance Test
The test specimen was tesfied in accordance with all applicable sections of ASTM F842 and
202. Table 8.5 provides the' results for forced entry resistance test. TAS
Table 8.4.1; Force Ent Resistance Test Results
S ecimen Test Method
-Test Conditions-- -Test Conclusion
2 ASTM F842 - TAS 202
3001b PASS
8.4.2 Conclusion - Forced Ent 1 Resistance Test _
-_In_accordance with the requirements of this test method, HTL technicians were unable to cause
p _
the door too en. As such this test specimen satisfies the requirements of ASTM F842 and T
AS
202.
NOTE: Two forced entry resistance tests were performed on this specimen in order to test all -
three operable panels. The first test was as if the specimen was a O-X-X-O, and the se
for the third operable panel Rested as 0-X configured specimen.
second was
I -
i
ENGINEER OF RECORD -
06/16/08
I --
FLORI®A I GEORGIA TEXAS
CORPORATE OFFICE
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Riviera Beach, FL 33404
TLI561.881.0020
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I I
Test Report #: 0151-0801-08
Report Expiration: 01/24/2014
Specimen #: 2, 3
Page: 10 of 14
8.5 Large & Small Missile Impact Taal
8.5.1 La & Small Missile Impact Locations
The figures below show the impact location for the specimens tested.
Missile Impact Locations
Specimen 2
3� � 3
-----�_.Large_Missile - --_--�--:---- ---�.- - -• - ----- - -- --- --- -- -
pecimen 3 - -
I
Fnlr`rniv�n ,.
06/16/08
w_L-u 1UA r UtURr IA I TEXAS
CORPORATE OFFICE
6655 Garden Road
Riviera Beach, FL 33404
561-881.0020 I
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Report Expiration: 01/24/2014
Specimen #: 2, 3
Page: 11 of 14
7 2(D 41 5� 1
3
3(& 6 SL- 20 -
} Large'Missile I ;
Small.
Missile
Test Results -Lar le ,& Small Missile Im act Tests
Table 8.6 provides the large & small missile impact test results.
Table 8.6: Lar e & Small Missile Im act Test Results
Specimen Impact Missile Missile Missile Glass X
# Weight
# Length Velocity Temp. Coord.l
Goord.z
in. ftjsec OF in.
1
49.86
0
in. J
2 91bs, oz. 92�� 167.00
49.64 69.1 179.00
3 I
48,50
14.50
2 50.85
1 10 stainless 143,05
131.49
50.50
- __23.00-
- - - - - --- ----2- -steal-BB�s N/A 130.64 69.0 40.50
3 (2 grams each)
=--48-.00-
48.00 - - -
13.1.18
1 41.50
50.05
11.00
81bs, 1I o120.00
2 z, 92„
- 4.9.38-----132.00--11:50-
49.00
---_
50.41 144.00
1
48, 00
13.5.59_ .. _ -- ----
-stain
--48:00-
3 10 ess 140.15 40.50
4& 0
- 4 steal BBs N/A 134.04 _ 40.50- _---10-50-
(2 grams' each) 135.26 70.0 _
-
`48.00
5 72.00
6 I 139.74 86.D0-.
48.00
-ZMeasured from the bottom of test specimen. 137.90 86.00
Measured
10.50
from theJeft side of test specimen, -
8.5.2 Conclusion - Lar e & Small Missile
-
Impact Tests
The large & small missiles impacted
the intended targets and HTL carefully ins_ petted -each -impact------------
location. HTL-observed-no-signs-of-penetration, rupture,
or opening after the
missile impact tests; as such, these test specimens satisfy the large
large or small
and small
requirements of the Florida +Building Code TAS 201 and ASTM E1886%199ti
missile
Level
D, i
. ��,.."4 1 g2rUK 1A f TEXAS
CORPORATE OFFICE
6655 Garden Road
Riviera Beach, FL 33404
561.881.0020
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Test Report #: 0151-0801-08
Report Expiration: 01/24/2014
Specimen #: 2, 3
Page: 12 of 14
8.6 Cyclic Load Test
8.6.1 Deflection Ga e Locations. - C clic Load Test
Figure 8.6.1 shows the deflection gage locations use
test. d on all three specimens for the cyclic load
Rgurl 8.6.1: Deflection Gage Locations
Cyclic Load Test
8.6.2 Test Spectrum -Cvclic Load Test
Tables 8.6.2 and 8.6.3 prof ide the positive and.negative test spectrum respectively.
Table 8:6:2: Positive Load Test S ectrum
Sta a 11 - -
Pressure Ran e sf 2 3 4
Number of cles .18.0 -; 45.0 0- . 54.0 45.0 - 72.0 . 270 - g0.0
_ _ 3500 300 -600
100
Table 816.3: Ne ative Load Test S Stage 51
ectrum
Pressure Range sf 27;0 -; 90.0 6 7 8
Number of C cles 5D 45.10
- 72,0 0-5 4.0 18.0_- 45.0_
- 050 --- - ._ ._ .. - - -50 -
_ .- -- - -- - - - 3350
8.6.3 Deflection Results - C clic Load Test -- -- --- ---- -T ----
- -- Table-8
-9 shows the cyclic test results for each test specimen.
Table 8.9 Cyclic Load Test Results
S ecimen Location Inward Positive Load
=---Outward Ne ative Load
- -- - - -
- -- --- --- B E.
IENGINEER OF RECORD
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.06/16/08
I
y FLORIDA I GEORGIA I TEXAS
CORPORATE OFFICE Test Report #: 0151-0801-08
6655 Garden Road Report Expiration: 01/24/2014
Riviera Beach, FL 33404 Specimen #: 2, 3
561.881.0020
I HTLTEST. COM Page: 13 of 14
i
# Measured
Allowable Measured
Permane i t Set Permanent Set Allowed
i Permanent Set Permanent Set
in. , in.
2 B 0.188 0.348 in. in.
E 0.125 0.348 0.185 0.348
H 0.188 0.348 0.125 0.348
3 B 0.125 0.348 O.125 0.348
E 0.250 0.188 0.348
H 0.348 0.313
0.100 0.348 0.348
8.6.4 Conclusion - C clic Load Test 0.188 0.348
___ _ Upon_completion of -the cyclic load test, HTL carefully inspected the test specimens_for-failures.-
HTC observed nuns of failure;_as such; -this test specimen satisfies the cyclic load test
----- ---requirements of Florida Bujlding Code TAS 203 and ASTM En satis 996.
9.0 _ SUMMARY i
Table 9.1 provides a summary of the test results for Southeastern Door Company's Atlas Plus 5000
-Impact Series w/ Reinforcement.
--S ecimen # =- - - =-Table 9.1: Summa of Test Results
� Test Method
2
Air Infiltration Test Test Conditions Test Conclusion
TAS 202 and ASTM E283 1.57 and 6.24 psf PASS
2 Water Infiltration Test
TAS 202 and ASTM E331 13.5 psf PASS
S ecimen #
Test Method
2, 3 Test Conditions
Static Load Test Test Conclusion
TAS 202-and ASTM E330 +/- 90 psf PASS
2 Forced Entry Resistance Desi n Pressure
TAS 202 and ASTM F842 300 lb. PASS
2,3 all Missile.Iinpact Test-
-- - - - - - --- -
- TAS 201 and ASTM E1886 E1996 PASS
2,3 Large_ Missile Impact Test _
- - TAS 201 and-ASTM E1886/E1996 -- PASS .
2, 3 Cyclic Load Test
TAS 203 and ASTM E1886 E1996 Design P+/- 90 psf PASS
ressure
10:0 CERTIFICATION AND DISCLAIMER STATEMENT
All -tests performed on this test specimen were conducted in accordance with th
applicable codes, standards and test methods listed below by HTL, LLC. HTL, LLC does not -have no--------
e specifications of the
does it intend to acquire or will it acquire, -.a -financial -interest -in any company manufacturing or
d anufutin - roduc s tested at HTL. ITL is not owned, operated or controlled by any companyr
9 p- g manufacturing or distributing products it tests. This report is only intended for the use of the entity
�
i ENGINEER OF RECORD
06/16/08
FLORIDA I GEORGIC
CORPORATE OFFICI
6655 Garden Road
Riviera Beach, FL 3340
HT561.881,0020
HTLIHTLTEST.COM
I TEXAS
Test Report #:.0151-0801-08
Report Expiration: 01/24/2014
Specimen #: 2, 3
Page: 14 of 14
named in Section 1.0 of this repot. Detailed assembly drawings showing wall thickness of all members,
corner construction and hardware applications are on file and have been compared to the test specimen
submitted. A copy of this test report along with representative sections of the test specimen will be
retained at HTL for a period of three (3) years. All results obtained apply onlyto the specimen tested and
they do indicate compliance with the performance requirements of the test methods and specifications
listed in the following section.
11.0 APPLICABLE CODES, STANDARDS, AND TEST METHODS
Florida Building Code TAS 201-94 - Impact Test Procedures
Florida Building Code TAS 202-94 - Criteria for Testing Impact & Nonimpact Resistant Building
Envelope Components_ using. Uniform Static Air Pressure
orida Building Code TAS 203-94 - Criteria for_Testing_Products Subject -to -Cyclic -Wind Pressure
-- - Leading ---------- - --- --
ASTM E283-04 -Standard Test (Method for Determining Rate of Air Leakage - ugh
Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen men Exterior Windows,
ASTM E330-02 - Standard Test Method for Structural Performance of Exterior Windows, Doors,
Skylights and Curtain Walls by Uniform Static Air Pressure Difference
-ASTM-E331-00 - Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors,
and Curtain Walls by Uniform Static Air Pressure Difference
_ ASTM_F842-04 - Standard Test Methods for Measuring the Forced Entry Resistance of Sliding Door
Assemblies; Excluding GlazinglImpact
ASTM E1886-05 - Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors,
and -Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials
ASTM E1996-06 - Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors
and Impact Protective Systemi Impacted by Windborne Debris in Hurricanes
L 12.0 'WITNESSES (ALL O P A RTI A L
Vinu J. Abraham, P.E.
CEO
--,.--Kristib'Norville, E.I.
Assistant
Martin Gibbard
Technician
John Spallina
Technician
Freddie Henderson
- -
Technician
1/eron V1/ickliam
Technician
Ron Pretto
Technicia
- - --Howard- Bennet
Technician
Operations Manager
ician
n
HTL, LLC
HTL, LLC
HTL, LLC
HTL, LLC
HTL; -LLC -
HTL, LLC
HTL, LLC
HTL, 'LLC
Uv'jiivCCK ur KtCORD -.--_.
' 06/16/08 :.�
r w
Ice 13h
r BUILDING CODE COMPLIANCE OFFICE
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE
South Eastern Door Company
1505 Commerce Lane P.O. Box 794
Jupiter, FL 33458
SCOPE:
This NOA is being issued under the appl
The documentation submitted has been r
by the Board of Rules and Appeals (BOF
the Authority Having Jurisdiction (AHJ).
This NOA shall_ not be valid -after the e
-Division (In Miami'Dade County_) -and/or
- - -have-this product or material tested for q
the accepted manner, the manufacturer,
revoke, modify, or suspend the use of suc
to revoke this acceptance; if it is determine
material fails to meet the requirements of t
-This product is approved as described her
including the High Velocity Hurricane Zc
DESCRIPTION: Series 5000 Aluminu'
-APPROVAL DOCUMENT: Drawing N
Sliding Glass Door", sheets 1 through 5 o.
2006, signed and sealed by Pedro De Figu
stamp with the Notice ofAcc
Division. eptance numi
MISSILE IMPACT RATING: Large an
LABELING: Each unit shall bear a perma
following statement: "Miami -Dade County
RENEWAL of this NOA shall be consider
change in the applicable building code nega
material
- ION of this NOA will occur a
materials, use, and/or manufacture of the pri
-product, _for- sales, advertising or any other p
With any section of this NOA shall be cause`
ADVERTISEMENT: The NOA number p:
the expiration date may be displayed in adve
be done_ in its entirety
INSPECTION: A copy of this entire NOA s
and shall.be available for inspection at thejot
This NOA renews NOA # 05-0913.03 consis
document mentioned above.
--Thee-submitted documentation was reviewed b
�MIAMIDADE
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
www. bui ldingcodeonline. enr„
)le rules and regulations governing the use of construction materials.
:wed by Miami -Dade County Product Control Division and accepted
to be used in Miami Dade County and other areas where allowed by
,he- H date stated below. The Miami-Dade__County-Product-Confrol-
`he-AHJ (in -areas other than Miami Dade County) reserve the right to
ill i
it assurance purposes. If this product or material fails to perform in
incur the expense of such testing and the AHJ
Product
may imme
or material within their jurisdiction. BORA reservesreservestheiatelright
by Miami -Dade County Product Control.Division that this product or
s applicable building code.
in, and has been designed to compl
aey with the Florida Building Code,
.
II Sliding Glass Door -LMI
. 05-284r1, titled "Atlas Plus Impact Series Model 5000 Aluminum
5, prepared by EngCo. Inc., dated 08/15/06 and last revised on Oct. 25
iredo, P.E., bearing the Miami -Dade County Product Control Renewal
er and expiration date by the Miami -Dade County Product Control
I'Small Missile Impact Resistant
.ent label with the manufacturer's name or logo, city, state and
3oduct Control Approved", unless otherwise noted herein.
d after a renewal application has been filed and the ively- affecting the performare-has-been no
nce of this product:
ter the expiration date or if there has been.a revision or_ change in the
duct or process. -Misuse of this -NOA as an endorsement of any
rposes shall automatically terminate this NOA. Failure to comply
or termination and removal of NOA. -
sceded by the words Miami -Dade County, Florida, and followed by
tising literature. If any portion of -the NOA is' displayed, then it shall
all be provided to the user by the manufacturer or its distributors
site at the request of the Building Official'
> of this page I and evidence page E-1, as_well_as_approval— - -
Ishaq I. Chanda, P. E.
NOA No 08-0514.09
Expiration Date:- June-26; 2013
Approval Date: July 03, 2608
Page 1
South Eastern Door Com an
NOTICE Oi
A• DRAWINGS (transferre
' 1.
Manufacturer's di(
2,
Drawing No. 05-2
Sliding Glass Doo
and last revised on
B. TESTS (transferred from
1 • Test reports on 1)
2)
3) '
4)1
5) (
- --------- — 6) F
- - _ Along with marked_ -up dra,
Door, prepared by Hurricar
9/7/01, HTL 0151-1105-01
0151-0305-06 dated 061261,
C� CALCULATIONS (transfl
1 Anchor verification
_ dated .09109105 and 11,
2
Figueiredo, P.E. IGlazing complies wi
D. QUALITY ASSURANCE
1- Miami Dade Buildin�
E• MATERIAL CERTIFIC
1 • Notice of Acceptance 1
-- - ----"DuPont SentryGlas
F. STATEMENTS (transferr
1 Statement letter of c
sealed by Pedro De
2• S.tatement.letter of c
sealed by Pedro De ]
G•- OTHER
1- 'This NOA renews #
2• Request for renewal
by William T. Weize
l from file # 05-0913.03)
drawings and sections.
Wrl, titled "Atlas Plus Impact Series Model 5000 Aluminum
", sheets 1 through 5 of 5, prepared by EngCo. Inc., dated 08/15/06
Dct. 25, 2006, signed and sealed by Pedro De Figueiredo, P.E.
le # 05-0913.03)
it Infiltration Test, per FBC, TAS 202-94
niform Static Air Pressure Test, Loading r FBC, TAS 202-94
ater Resistance Test, per FBC, TAS 202-94
.rge Missile Impact Test per FBC, TAS 201-94
'clic Wind Pressure Loading per FBC, TAS-203-94- -
reed Entry -Test; perFBC 2411 3.2.1 and TAS 202-94 ngs and_installation-diagram of an Aluminum Sliding Glass
ated 12/12
Test Laboratory, Inc., Test Report No. HTL 0151-0909-01 dated
/01, HTL 0151-1209-02 dated 12/12/02 and HTL
106, all signed and sealed by Vinu J. Abraham, P.E.
-ed from file # 05-0913.03)
lculation, complying_ w/FBC 2004, prepared b En Co: Inc.
t revised on Oct.-25, 2006, signed and sealed by Pedro De
ASTME-1300-98 & -02,
Code Compliance Office (BCCO).
07-1116.04 issued to E.I. Dupont De Nemours & CO., us", expiring on 01/14/2012. Inc. for
from file # 05-0913.03)
'pliance w/'FBC-2004; signed by dated 09105106, signed and
Meiredo, P.E.
[pliance and of no financial int
ueiredo, P.E. erest, dated 09/05/06, signed and
913.03, expiring June 26, 2008,
no change, issued by Southeastern Door Company, signed
�Isha�anda, ll E,
Product Control Examiner
I ExpiratioNOA No 08-0514.09
n Date:. June 26, 2013
i
E -1 APProval Date: July 03, 2008
INDEX: (�
SHEET!1 of 5 - GENERAL NOTES, DESIGN AND D(]pR COMPONENTS
SHEET"'2 0 ¢oe �'��
SHEET. 3 of 5 - GLAZING DETAIL, BILL OF'
HgiERIgLS
SHEET of 5 - TYPICAL DOORS ELEVATION, F a
- SECTION DETAILS FRAMING ANCHORAGE
SHEET 5 of 5 - DOOR I WARE FRAMING ASSEMBLY AND'HARD�d
II a
GENERAL NOTES: 128 129 I
j 12BJ
1-:CODE, THIS PRODUCT ��
ACCOR➢ANCE V HAS BEEN TESTED AND DESIGNED IN 1- THREE i
ITH THE FLORIDA BUILDING CODE ALLOY.' RACK JAMB
j 2004 ED.. 6063-T6
2- DEFINITION. THIS PRODUCT IS AN ALUMINUM
RESISTANT SLIDING GLASS DRLARGE MISS on7e 470�
ELEVATION WITHOUT HURRICANEPROTELTIONCT CSHUTBTERSED AT ANY IMPACT
3-POSTING, i
'ATLAS PLUS - LARGE MISSILE IMPACT ALUMINUM. SLIDING GLASS DOORS SERIES
SOUTH EASTERN POOR COMPANY
JUPITER - FLORIDA `
!. DADE.000NTY'PRODUC7 CONTROL APPROVED'
4= DESIGN-LOq➢9—THE DESIGNED LOADS MUST BECALCULATED BY A I
PRDFESLCULAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC �PR— BJECTI
THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE
APPROVED. PRESSURE.
5- MATERIAL- ALL ALUMINUM PARTS TO BE 6063-T6 ALLOY OR AS NOTED
AND GLAZING TO BE LAMINATED GLASS AS
SPECIFIED' ON THIS APPROVAL, PER SHEET 2 OF 5 AS
6-FASTENERS. ASSEMBLY SCREWS AND ANCHORS SHALL BE AS•SPECIFIED
IN THE CURRENT SET 13F DRAWINGS.1 INSTALLATION AND LOADS AS PERT
THIS APPROVAL. ANCHOR SPACING AND LOADS MUST NOT EXCEED THE 1
MAXIMUM LIHITS SPECIFIED BY THIS APPROVAL.
7- USE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOROF RE13RD,
ARCHITECT THE;STABILITYENGINEER OF THECSTRIUCTURERWHEREIFYHTHEDPRODUCT IS TO
BE ATTACHED INSURING PROPER ANCHORAGE.
7.2- THE'SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT
LIMITED TO,! LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC.
7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT.,
8- 33 IIGN 'INCREASE IN ALLOVABLE LOADS HAV
THE DESIGN OF ,WITHE.ANCHORS F13R THIS PRODUCT E-NQUIEFS USED IN
APPROVAL, HOWEVER,
WOOD SCREYS;•YITH 1:6 INCREASE FOR WIND LOADURATION HAVE BEEN,
USED.
i
D00R ALLOWABLE DESIGNED PRESSURES
+70,. -70 PSF
W1 SILL ADAPTOR ITEM 06 OR
3.25' THREE TRACK SILL OR
INSTALLATION AS PER ILLUSTRATION 'Z-
+50, -70 'PSF
'Y/OUT SILL ADAPTOR ITEM:#6 OR
2' THREE TRACK,SILL
LARGE MISSILE IMPerr
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ALLOY, 6063-76
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DOOR COMPONENTS
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ALLOY. 6063-T6
' rat LSE YITR SILL ]R
ILLUSTRATION 'Z'
OVERHANG MUST
GREATER OR EOUALB70
FLOOR TO CEILING DIM.
IN AREAS WHERE, THE'DOOR
DESIGN IS NOi'LIMITED BY
o "� _ 'OVERHANG WATER INFILTRATION CSEE
u C3 ILLUSTRATION Z).; USE +70
a< a = PS'
FOR POSITIVE
PRESSURE WITHOUT SILL
ADAPTER PART M6,
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ALLOY. 6063-T6
C
MANUFACTURER:
9 SOUTH
EASTERN
1505 COMMERCE LANE,
P. 0. BOX 794
JUPITER, FLORIDA
33458
PHONE: (561) 746-5493
FAX' (561) 575-1826
TLAS.PLUS
npact Series,
DEL 5000
JMINUM SLIDING GLASS
10
CA 8116 -
6971 W. SUNRISE BLVD. 104
PLANTATION, FL. 33313
TEL.: (950 585-0304
FAX•C954) 585-0305
OCT 2 V2og6
Engineer Seal
Pedro De Flgusiredo
PE 52609
Date: 08/15/06
Scale: NA
Design by: PPMF
IPPROOUCT RENEW)
` p1yi¢g with
Bftv.9 Code Me Ple ,W,
E+f+ t-e
Drawing Number
05-2840
Sheet
1 of 5
I
'
GLAZING DETAIL
I
'
i
I
1
I
1/4' H i S GLASS I
i
0.I00• DUPONT SENTRYGLAS
PLUS INTERLAYER
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(13)-GLAZING-GASKET---
#
OF
DESCRIPTION
i I
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I
THREE TRACK JAMB
- THREE -TRACK -HEADER
0m^
3
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6
DOOR 'TOP RgIL
SILL ADAPTER
8
ATLAS DOOR ASTRAGAL
DOOR BOTTOM RAIL
_
9
10
11
DOOR END RAIL
1/4' PILE WEATHER-STRIP
'
12
GLAZING ADAPTER
OPTIONAL SNAP COVER
13
14
GLAZING GASKET
IS
3/16' PILE WEATHER-STRIP
. 290X.242 BULB
16
37
VINYL
3/16' PILE WEATHER-STRIP
.
IBA
1 11/16' DIAM. ROLLER
ALTERNATE DEADLOCK
16 19A
DEADLOCK
19
ALTERNATE LATCH STRIKE PLATE
LATCH PLATE
'
AND N PLACE
I1/2
20
ATLAS INTERLOCK REINF.(F 11
EC RED WTH o10)(1 SS FM
P FROM EACH
SPACEDDNO MORE THAN 24'OCAND
OUTSIDE CORNERS TO BE SEALED
WITH CRL SILICONE.
(13) GLAZING GASKET
I
I
LAMINATED IMPACT GLASS
,
I
INSIDE
GUMS
BR[
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m
MANUFACTURER:
M SOUTH
EASTERN
,
'
I
Nen�len�evs d�Y R COMPANY
ubNWWlanStl^OQns
1505 COMMERCE LANE,
P.O. BOX 794
JUPITER, FLORIDA
33458
PHONE: (561) 746-5493
FAX: (561) 575-1826
PRODUCT:
ATLAS PLUS
Impact Series,,, �
MODEL 5000
MATERIAL
ALUMINUM 6063-T6
- I SUPPLIER
ALUMINUM SLIDING GLASS
DOOR
-ALUMINUM-6b63-T6
ALUMINUM 6063-T6
SOUTHEASTERN DOOR COMPANY
-SOUTHEASTERN-DOOR-COMPANY
Engineering:
ALUMINUM r -T6
ALUMINUM 5063-T6
SOUTHEASTERN D013R COMPANY
SOUTHEASTERN DOOR COMPANY
�f
ALUMINUM 6063-T6
ALUMINUM 6063-T6
SOUTHEASTERN DOOR COMPANY
SOUTHEASTERN DOOR COMPANY
Ca 8116
ALUMINUM 6063-T6
ALUMINUM 6063-T6
PILE V31255BNG I
SOUTHEASTERN DOOR COMPANY
SOUTHEASTERN DOOR COMPANY
SOUTHEASTERN DOOR COMPANY
69A 71 W. SUNRISE BLVD. 1pq
PLANTATION. FL. 3304
ALUMINUM 6063-T5 I
ALUMINUM 6063-TS
ULTRAFAB
SOUTHEASTERN DOOR COMPANY
LION.
(95C) 585-0304
FAX'` (954) 585-0305
EXTRUDED VINYL I
SOUTHEASTERN DOOR COMPANY
TEAM PLASTIC
TEAM PLASTICS g 191'
PILE,W311551ING
ULTRAFAB
TEAM PLASTIC
ROLLER pP155SS
SERIES MS1847
ULTRAFAB
SAUNDERS ENGINEERING CORP. '
GEMINI MULTIPOINT
LATCH MS1847
ADAMS RITE
BSI HARDWARE
,
GEMINI
ALUMINUM 6063-T6 I
ADAMS RITE
BSI HARDWARE
OCT 2006
SOUTHEASTERN DOOR COMPANY
I
I
eor Seal
Pedroro De Figueiredo
I
PE 5260B
Date: 08/15/06
Scale: NA
Design by: PPMF
w1SaD
PaR�UCT RENEWED
bdh
S'i Nde
Baidie Cod h the Florida
i 3$
A�No OStO�Eipl-11"
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/3
Bra r Lh'.,,._L
I
Drawing Number
j
05-284r1
II
Sheet
I
2 of 5
{
I I
j' ATLAS SERIES —
5000 MODELSTYPICAL ELEVATIONS AND ANCHORAGE SPACING MANUFACTURER:
i SOUTH
192' MAX. DOOR FINISHED WIDTH i �T 48• MAX, DM EASTER (DOOR MODULE) 48• MA%, DM '48' MAX. 'DM 144' MA%. DOOR FINISHED w"°+`""'a00 COMPANY
(DOOR MODULE) (DOOR MODULE) 48' MAX. DM I WIDTH n°"dwomm sre„)ay.
HEADER NCHORA TWO ROWS STA TING AT 6' FROM THE (DOOR MODULE) 48' MAX. DM
6 (DOOR MODULE) i 48' MAX. DM �FR
EVENL SPACED AT I (DOOR MpDULE) 1505 COMMERCE
I C OC FA AN TYPE A. NDS AND HEA➢ER ANCH RSA T P• 0. BOX 7S4 LANE,
16' ❑ FOR A CHOR TYPE C i. B OR D AND I WO ROWS STARTIN AT
6Ij_ 6 THE END AND EVENLY SPACED JUPI TER, F
H i F R HNCHOR TYPE A, B � 24 OC FLORIDA
AND 16. OG FOR AN HER ORE C 334586PHONE
❑ 3 1 (561) 746-5493
0.
FAX' (561) 575-1826
4 = F o DLO MA%. 42 1 IB• / / /
o z b / / .� a cWi -3 / I PRODUCT:
a= ate; O i / 5 � o�y. / I // ATLAS PLUS
aZ G W .X = W F o DLO MAX. 42 I/8•
❑ X or X O �_ j // 4 Impact Serie,- -,�
----c=iwz—_ ❑ X 4 Xor w Uw' O I= 1 5 MODEL 5000 I 1
a m'-X OALUMINUM SLIDING GLASSo Z or - DOOR
=Ix Zak X ❑ — or 3
2 j 2 / o e,--o { o` �/ P Engineering:
�/ // '�$C2u +1rtr.
i
�6i ANCHOR -TYPE A PLANTATION, SUNRISE
LVD
6971 W.
(INTO C, 1pq
24.00 1NT0 TWp ROWS SUNRISE BLVD ' ONCRETE ONLY) 6 TEL.,33313
6 ANCHOR TYPE A (954) 585-0304
24.00 INTO T I FAX•'
• (954) 585-0305
\ (INTO CONCRETE ONLY) It-
' 6
96' MAX. DOOR FINISHED WIDTH
NOT SHOWN ALTERNATE CONFIGURATIONS
3 PANELS - XXX - FW<c 48'I MAX. DM 4 PANELS - XXXp, XXY.%144' '
(DOOR MODULE) 48' MAX. DM 5 PANELS FW<= 192' p�9pp�-FpEv
•!DOOR MODULE) - XXXXX OXXXO -FV<= 192'
6�SAME NO AS PER ?PANELS - XXXXXX OX%XXO - FW<= 192• I llwba c.& FTe+�N
i ABOVE EI,EVATIONS6 r.,o9ic.o3
OCT 2 2006
yam_ I tb S�ti L Engineer Saal
= i a 3 i// I i� Ped FE 52609 De iredo
c i
11L0 MA%, 42 1/8-/ I Date: 08/15/06
. u z 0 0 ! ANCHOR TYPES: Scale: NA "
Design by: PPMF
y mW x 3A A- 1/4' TAPCON BY ELCO WITH
m a dX Or X B' 1/4' TAPCON BY ELCO WITH 1 1/4' MIN. EMBEDMENT INTO 3320 Psi CONCRETE
m - U wi X ' 4 ❑ D- 1/4' TAPCON BY ELCO WITH 1' MIN' EMBEDMENT INTO 3320
psi
2. za
J 1/4-14 SELF DRILLING GRADE'S/SCREWS INTOEDMBiTMINTOA36 STEEL
NOTES, (SGCR55) PRODUCTII)N�Y�
m c ~ ❑ m�MINBZbu Codethe 17eMda
//. NOTES Nod O
m /, // n 2- MIINNIMUM EMBEDMENT ARE BEYOND WALL DRESSING. a"HO'Date yyF IV
J� 2 / CONS WITH FLAT, HEX AND/pR PAN HEADS CAN BE USED. MINIMUM EDGE DISTANCE (E.D.) Gq
7a(3
I-
�6I I24.00 INTO TWO ROWS�6�
ANCHOR TYPE A D ]•
,(INTO CONCRETE ONLY) OrCi W 1I1g Number
j I OS
—284rl
Sheet
3 of 5
I
I
HEADER
O
TYPICAL PERIMETER
ALANT VULKEM
116E POLYURETHANE
OPTIONAL
SCREENS
DOOR
O
SILL
i
i
i
]7TWO iI"NS
GAOF6'AN ROM THE
24D OC FOR ANCHGRS TYPED A, B OR D
16' OC FOR ANCHOR TYPE C
_HAX. I/4' SHIM
'-2
\-16 TWO ROWS OF ANCHOR
5 STARTINGY AT 6- FROM THE
I ENDS AND SPACED 16"nr
OJAMB FIXED STILE
3 I'
1,TYPICAL PERIMETER SEALANT
- � FVULKEM 116 POLYURETHANE
MAX. 1/4• SHIM
I! I
rOPTIONAL
SCREEN DOOR
FIXED
(9 OUTSIDE
'
INSIDE 16
'4 PER DOOR PANEL
'#10-16.1• PHSHS
EVENLY SPACED
i
c,
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JAMB LOCK STILE
MANUFACTURER:
1 3AOPERABLE
ANCHORAGE
M S 0 UTH
SAME
AS DETAIL 3
EASTERN
OOOR COMPANY ue„NKe,�,.• mswmn.momn samgttr,.
OPTI
�OPTION
S[REENADOOR
1505 COMMERCE LANE,
i--------CI
' "'-"
JUPITERX 794
FLORIDA
L---==
33458
PHONE.
==sv
-- 9 OUTSIDE
C561> 746-
FAX: (561) 575-182693
16
15
PRODUCT:
PLUS
INSIDE
TATLAS
Impact Serle�z_l
18/19
12 IBA/19A
MODEL 5000 1
ALUMINUM SLIDING GLASSI'
nn M
6 -SILL ADAPTER REQUIRED �
ON TRACK 3A'FOR POSITIVE j ! CA 8116
UDEED PRESSURES GREATER 6971 4. SUNRISE BIVD. ]04
23313
50 PSF, UP*TO 70 PSF PLANTATION, FL. LVD. ANCHOR TYPES TEL. + ( 954) 585-0304
SILL IDAPTOR APPLIED WITH FA%' (954) 5B5-0305
A- 1/4' TAPCON BY ELCp WITH 1 3/4' MIN. EMBEDMENT INTO 3320A CLEAR CR LAURENCE SILICONE B- 1/4' TAPCON BY ELCO WITH 1 1/4'BETWEEN TRACK!AND ADAPTOR MIN. EMBEDMENT INTO 3320 Psi CONCRETE
C- 1/4• TAPCON BY ELCp WITH 1 1/2' MIN, EMBEDMENT INTO PTWppD(SG=.55)
D- 1/4-14 SELF DRILLING GRADE 5SCREWS NTpI PslCONCRETE
NOTE, 1/8' MIN. A36 STEEL
SILL TRACK TO BE SET ON BEAD MINIMUM EMBEDMENT ARE BEYOND MALL DRESSING.
' DF SEALANT E OF HIGH MINIMUM EDGE DISTANCE (E.D.)
QUALITY NON -SHRINK GROUT t
A 2 1/2,
PRODUCT RENBW6 B 2 1/2• OCT.2 2006
TWO ROWS OF TYPEOOmPwn Mn�Fl?� C 1' Engine.^ Seal
STARTI A ANCHOR' O �leBCede II D 3/8• Pedro Oa 60 eiredo
STARTING 6" FROM THE ENDS 4 AtoePta.te Nall '- � l -O PE 52609
AND SPACED'24. CC .10-16x1' PHSMS F�imtinu Dwil 1a1e /z013
SPACED AT 16.00 Dy `,;t A ChiA Date: OB/15/06
INTERLOCK Add(mook ` Scale: NA
20 '1�------ _-OPTIONAL Dlr� u.--- OPTIONAL MEETING
FULL LENGTH (- �SCREEN'.DOOR I 5 Design by: PPMF
i q r.,-; - -_�------- SCREEN DOOR
STILE
d�!qC(ec wiW tAe Fleryiy ' OUTSIDE ''�-�" yr-9 OUTSIDE rrbtBti
r ade
15 NeOrj
14
ACCESS HOLE 16 15 INSIDE QJrf
W/ CAP
I-SMSI SPACED ATI3- FROM ENDS Drawing Number
INSIDE AND 27 1/2' OC THEREAFTER O 5 _
(7) W/ 13/4• X 1 1/4' X 1/2• 84" r
20 DUST PLUG AT TOP AND BOTTOM
FULL LENGTH OF AS
Sheet
4 of 5
FRAMING COR
FRONT VIEW
2
1
3/ A
--APPLY_ BEAD OF CRL
SILICONE SEAL
TOP AND BOTTOM
DOOR CO
4 OR 9
�5 AND 8
NER ASSEMBLY
SECTION VIEW
Ifi
JAMB NOTCHED
TO RECEIVE
HEADER RIBS
NOTCHED
TO RECEIVE
SILL RIBS
[tJAM11
3A
ASSEMBLY
/-AT EACH DOOR PANEL'S TOP AND
BOTTOM CORNER, BOTH ADJOINING
MEMBER'ENDS ARE SDUARE CUT,
SLID TOGETHER 'AND MECHANICALLY
ATTACHED TOGETHER USING (2 R I
TOP AND I e BOTTOM) 014XI' SS PH,
SMS. ALL DOOR PANEL. -JOINTS TO BE
SEALED BY USING A BEAD; OF CR j
LAURENCE' WHITE SILICONE' SEALANT
5
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H SMS
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t6- DEADLOCK
1 MJL7IPOIM M(CkTISE LOCK PER LOCK I[CT11G STILL I
- BST 1wRDVARE SS FLA ATTACKED 70. Dew v1T„ aIK - STRIKE PLATE
, (2) 16% I/V SS MT NEAR SOtCVS 1 KEEPER PER
N[RING STILE OR .IAm
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RAIL MING FUR W/ /10-16%12•SS P
10.13D
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18A- ALTERNATE DEADLOCK
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t
MANUFACTURER:
O SOUTH
EASTERN_
RAnal�cfunm bSlA+aLngArsl~GRbA56Yq f>m
1505 COMMERCE LANE,
P.O. BOX 794
JUPITER, FLORIDA
33458
PHONE: C561) 746-5493
FAX: (561) 575-1626
ATLAS PLUS
Impact Series
MODEL 5000
ALUMINUM SLIDING GLA(
DOOR
Engineering:
�(y{
—2�
_
125
CA 8116
6971 W. SUNRISE BLVD. 1D4
PLANTATION,
— —
FL. 33313
TEL.: (954) 585-0304
FAX.: ( 954 )585-0305
19A - ALTERNATE STRIKE PLATE
I PER NEVINS STILE OR JAp
TO THE
RITE UTTR SERIES "t-MSt047S ATTACHED
l0 1TE DOOR RT (2) RIO-16%l' 77Mi
ml-ll/16"
17- NYLON ROLLER ,
2 PCI OPERABLE DOOR PANEL
SAIRDERS ENGINEERING CORP PARTR PISSSS
4WZT43LE 1 11116• DIAMETER NrLCN ROLLER
ASSEMBLT 977H ALUKI" NDISIKG AW.CMED TO
TM E SORDL RATE. USING ONE 1/R' DIAMETER PIK
I i :
(I)•DEA➢LOCK AND STRIKE, U) DEADLOCK I-IND STRIKE, (1) DEADLOCK AND STRIKE ,
o z z o i o = o z o
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CLUSTER OF SIX 1/4' DIAM I
WEEP HOLES AT EA DRAIN PANS
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OC 22 2006
Engineer SeD1
Pedro De Figueiredo
PE 52609
Date: 08/15/06
Scale: NA
Design by: PPMF
PRODUCTRENEWgp
m complying Trkh am pl d&
3: dphg Code
A�(pbnft No
E%pi"Ifi. Date 7yAJ62G. 9a/3
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REF.#: 09-225 Date: 10/14/2009
rdd�7 •
b 15 �`� 3 •
ENGCO,
Engineering Services- (
6971 W Sunrise Blvd. Suite 104
Plantation - Florida - 33313
Tel: (954) 585-0304 Fax: (954) 585-0305
Email: Engco@AOL.com
Inc. Manufacturer Southeastern Door Company
8116 1505 Commerce Lane - Jupiter, FI - 33458
Job: Miramar Condominium
10000 South Ocean Drive - Jensen Beach, FI -
Design by: PEDRO DE FIGUEIREDO, PE 52609
Sheet
----------------------------------- _..---__-_________---___»_--------- _-------- _»..___--------------- »---------------
.______
4- Verify Door framing anchorage:_, _
Pdmax.= +53 -96 psf
Anchor Typ A: 1/4x_2-3/4" Tapcons 1-3/4" into 3000 psi concrete - 2:1/2" edge distance into two rows
As» per table ~ ~_______
________._ _ p »______3 door_36x96 with 2 clusters at interlock header/sill and 16"oc at iambs'rate: 100 psf
r-__»»-. .__..
_____________As per table 3 door 52x98 with 13 clusters at interlock header/sill and 16"oc at jambs rate 96 psf
Anchorage Designed rating exceed or meet the services design pressures therefore design is acceptable
______ t _____-----------..___
------------ _---------------------------------------------------------
.____-__...
5- Summary: Project as %per drawings 09- 25 is adequated to the calculated service pressures.
_______________________-------- _------------- ___------------------- ---- ------- _____---------------- .----------
______________________________»__-_--___-_-_____ __-----_---- -------- .-------------------------------- ------------------------------
------------------------ __
_.._______.._______._..___ _______________________ _______________________------------------------ ____--_--------------
---------------------------- _
__-_--- _»__»..�~.._____--------- ____..------------------- ._--------------------------------------- .------
---------- _.._.._I____.._
__..________..__________________»___----------- ---- ------- .___.___------------ --- ----------------- _.......
----------- ._.__--------- »___._-----------
-----------------
__________________»___-------- _------- ___.------ .------ _------------
-----------
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1434° FRAME WIDTH
A U
W
U, 0
¢CL 03
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a 2: I-
U Q a
Z�z
¢
DOOR TYPE A AND B - OX-XO
LARGE MISSILE - GLASS: TYPE A
MAXIMUM PRESSURE: +40, -66 PSF
3rd-FLOOR-AND-BELOW
SMALL MISSILE - GLASS: TYPE C
MAXIMUM PRESSURE: +52, -85 PSF
ABOVE 3rd FLOOR
GENERAL NOTES:
1- C❑DE:FL❑RIDA BUILDING CODE 2007
WIND LOAD PR❑VIDED BY OTHERS
981. FRAME WIDTH
494° 494°
DOOR MODULE DOOR MODULE
l
3 3A
0 x
i 7
w W/F;EM
c
�D
I
A/
2
--� 6 88 �--185 T A 88 �-�---188 6 �-
6 6
.14 ANCHORS INT❑ TWO ROWS
—
HEADER AND SILL
DOOR TYPE C - OX
LARGE MISSILE - GLASS: TYPE D
MAXIMUM -PRESSURE: +41, -73 P!
3rd FLOOR AND BELOW
SMALL MISSILE - GLASS: TYPE C
MAXIMUM PRESSURE: +53, -93 PSF
ABOVE 3rd FLOOR
2- PRODUCT APPROVALS: SERIES 5000 ALUMINUM SLIDING GLASS DOOR LMI,
MANUFACTURED BY SOUTHEASTERN DOOR COMPANY WITH MIAMI-DADE N❑A#
08-0514.09 AND HTL TEST REPORT 0151-0511-08, 01.51-0801.08,
0151-0801-08, 0151-0604.09 & 0151-090.5.09.
3- ALL PERIMETER TO HAVE A C❑NTINU❑S BEAD OF SEALANT,
4- CONTRACTOR MUST FIELD VERIFY ALL DIMENSI❑NS PRI❑R FABRICATI❑N.
5- MANUFACTURER PRODUCT APPROVALS AND TEST REPORT ARE TO BE USED IN
C❑NJUNCTI❑N WITH THIS SET OF DRAWINGS.
MANUFACTURER:
S�
SOUTHEASTERN.
Manulactwers of Impact Resistant Sliding Glass Doors
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA 33458
PHONE: (561) 746-5493
FAX: (561) 575-1826
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Job: SLIDING GLASS DOOR
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Miramar
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Condominium
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10000 SOUTH OCEAN DRIVE
JENSEN BEACH - FLORIDA
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Engineering:
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CA 8116
6971 W. Sunrise Blvd. 104
Plantation, FI. 33313
ENGCO@AOL.COM
0CT15" —6 1009
Engineer Seal
Pedro De Figueiredo
PE 52609
Date: 10/14/09
Scale: NA
Design by: PPMF
DRAFTING:
PK DRAFTING & MORE
I Drawing Number.
09-225
Sheet
1 of 4
MANUFACTURER:
S
SOUTHEASTERN
Manufacturers of Impad Resistant Sliding Glass Doan
1505 COMMERCE LANE, P.O.
98BOX 794
8" FRAME WIDTH 72° FRAME WIDTH-
8JUPITER, FLORIDA 33458
4916° 4.916" 366° _�j— '6 6" FAX:(561)575-1 26 PHONE: (561) 93
DOOR MODULE DOOR MODULE* DOOR MODULE D❑❑R M❑DULE
Job: SLIDING GLASS DOOR
1 1 Miramar
rrr i/ Condominium
3 3A Q 3A 10000 SOUTH OCEAN DRIVE
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Plantation, FI.33313
ENGCO@AOL.COM
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5 186—i-18--�---18--I-18 6 6 6 I`
12?6 1 12-11 1 5 121-1- 12?6
14 ANCHORS INT❑ TWO ROWS 14 ANCHORS INT❑
HEADER AND SILL TW❑—RQCdS
HEADER AND SILL
DOOR TYPE D — OX ' DOOR TYPE E — OX LARGE MISSILE - GLASS: TYPE D LARGE MISSILE - GLASS: TYPE A OCT 1 2009.
MAXIMUM PRESSURE: +41, -73. PSF MAXIMUM PRESSURE: +42, -79 PSF
3rd FLOOR AND BELOW 3rd FLOOR AND BELOW Engineer Seal
Pedro De Figueiredo
SMALL MISSILE - GLASS: TYPE C SMALL MISSILE - GLASS: TYPE C PE 52609
MAXIMUM PRESSURE: +53, -93 PSF MAXIMUM PRESSURE: +53, -96 PSF
ABOVE 3rd FLOOR ABOVE 3rd FLOOR Date: 10/14/09
Scale: NA
Design by: PPMF
DRAFTING:
PK DRAFTING & MORE
Drawing Number
09-225
Sheet
2 of 4
1/4'x2-3/4' TAPCONS
BY ITW BUILDEX
SPACED AT 16'OC
-TYPICAL SHEAR
CLIP AT EACH
ANCHOR LOCATION
50
#1OX1 1/2' SS FH
6' FROM EA END AND
NO MORE THAN 24'OC
MAXIMUM
1/4' SHIM.
O
JAMB LOCK STILE
FIXED MODULE
INSIDE
DLO
O
INTERLOCK STILE
W/ REINFORCEMENT
PART 7 WITH 1. 75X 1. 25X. 5
DUST PLUG AT EACH ENDS WAS
ATTACHED TO PART #6 WITH _
#10x1-1/2' SS FH SPACED 3'
FROM EACH ENDS AND 16'
MAXIMUM ON CENTER.
W5
1/4'x2-3/4' TAPCONS
BY ITW BUILDEX
SPACED AT 16'OC
TYPICAL SHEAR
CLIP AT EACH
ANCHOR L❑CATI❑N
DLO �� 3. 50
LOCK-
L
-------J --s_—__—m_—_
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I
MAXIMUM
#10-16x1' PHSMS
1/4' SHIM
SPACED AT 16' ❑C
INSIDE 20 6
r 11
W5 — __—' I
_
r2- = — --- T'-z-------zSl
s ii L---------
z i
PI I
OOPTIONAL
OUTSIDE
SCREEN DOOR
13
3A
JAMB LOCK STILE
OPERABLE MODULE
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MEETING STILE
W/ REINFORCEMENT
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MANUFACTURER:
S®E
SOUTHEASTERN
Manufacturers of Impact Resistant Sliding Glass Doors
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA 33458
PHONE: (561) 746-5493
FAX: (561) 575-1826
Job: SLIDING GLASS DOOR
Miramar
Condominium
10000 SOUTH OCEAN DRIVE
JENSEN BEACH - FLORIDA
Engineering:
CA 8116
6971 W. Sunrise Blvd. 104
Plantation, FI. 33313
ENGCO@AOL.COM
OCT. 1 6 2009
Engineer Seal
Pedro De Figueiredo
PE 62609
Date: 10/14/09
Scale: NA
Design by: PPMF
DRAFTING:
PK DRAFTING & MORE
Drawing Number
09-225
Sheet
3 of 4
r
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F-
C
GLAZING DETAILS
' '"" '1S GLASS
ONT INTERLAYER
E HS GLASS
MINATED IMPACT GLASS
SKET
0
C6
w C,
SAME GLAZING DETAIL
APPLICABLE AT THIS
SECTI❑N.
TYPE A GLASS:LARGE MISSILE
9/16' LAMINATED HS WITH 0.09' DUPONT SENTRY GLAS PLUS IONOPLAST INTERLAYER
TYPE C GLASS:SMALL MISSILE
9/16' LAMINATED HS WITH 0.035' DUPONT SENTRY GLAS PLUS I❑N❑PLAST INTERLAYER
TYPE D GLASS:LARGE MISSILE
9/16' LAMINATED HS WITH 0.10' DUPONT SENTRY GLAS PLUS I❑N❑PLAST INTERLAYER
GLAZING ADAPTOR SLID IN PLACE
AND SECURED WITH #10X1 1/2 SS FH
—L❑CAT_ED-1 ° F_RDM—EACH_EN.D—AN_.D
SPACED NO MORE THAN 24'❑C
C❑RNERS TO BE SEALED WITH CRL SILIC❑NE.
LOCKING STILE GLAZING GASKET
OUTSIDE 1/4' HS GLASS
— 11-;..-.—DUPONT INTERLAYER
INSIDE --1 /4" HS GLASS
GLASS LAMINATED IMPACT GLASS
BITE
3/4'
INTERLOCK
OUTSIDE
INSIDE
1 ,
MANUFACTURER:
SOUTHEASTERN
'
Manufacturers of Impact Resistant Sliding Glass Doors
1/4' X2-3/4' TAPCONS BY ITW BUILDEX
1505 COMMERCE LANE, P.O.
SPACED AS PER ELEVATION
BOX 794
JUPITER, FLORIDA 33458
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a
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°
PHONE: (561) 746-5493
2.50
2. 50 a
FAX: (561) 575-1826
TYPICAL- PERIMETER
EDGE 3.00
DISTANCE '•. •,
EDGE
DISTANCE
Job: SLIDING GLASS DOOR
SEALANT VULKEM °• °
116 POLYURETHANE :.',-. ° • °:
°'
•.
Miramar
.a
Condominium
MAXIMUM
10000 SOUTH OCEAN DRIVE
1/4' SHIM
JENSENBEACH- FLORIDA
1
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HEADER
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Engineering:
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CA8116
6971 W. Sunrise Blvd. 104
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Plantation, FI. 33313
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•:SILL •TRACK TO BE SET
SAME GLAZING DETAIL ON BEAD ❑F SEALANT ❑R
APPLICABLE AT THESE e
;.:BASE ❑F'HIGH QUALITY
a.
SECTI❑NS Q °•: 1 ' N❑N-SHRINK GROUT
2. 50 "
EDGE
DISTANCE
1/4'X2-3/4' TAPCONS BY ITW BUILDEX
SPACED AS PER ELEVATION
OCT 16 2000
Engineer Seal
Pedro De Figueiredo
P.E'52609
Date: 10/14/09
Scale: NA
Design by: PPMF
DRAFTING;
PK DRAFTING & MORE
Drawing Number
09-225
Sheet
4 of 4