HomeMy WebLinkAboutNOARECEIVED S't -Aft
JAN 18 2019
MIAM!•QAADE 5T, Lucie County, Permitting MIAMI—DADE COUNTY, FLL+gt�IDA
® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) % w .miamidade.nov/ecoaomv
PGT Industries, Inc. FILL COPY
1070 Technology Drive,
North Venice, F1. 34275 _
SCOPE: V o,0"
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami -bade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "770-HP" Aluminum Sliding Glass Doors w I Reinforcements - S.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD - S.M.I.",
sheets 1 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed
and sealed by A. Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Revision
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product
Control Section.
MISSILE IMPACT RATING: Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.16-0629.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.14
Expiration Date: March 24, 2020
q 2z I o 17 Approval Date: October 05, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD — S.M.I.", sheets 1
through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated
04/03/17, signed and sealed by A. Lynn Miller, P. E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted underprevious NOA No. 16-0629.08)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked —up drawings and installation diagram of Aluminum Sliding Glass
Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7825, dated 06/10/2014, signed and sealed by Idalmis Ortega, P. E.
(Submitted under previous NOA No. 15-0106.08) .
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3 2.1, and TAS 202-94
along with marked —up drawings and installation diagram of Aluminum Sliding Glass
Doors (Samples A-3, A-4: B-3, B-4 and C-2), prepared by Fenestration Testing
Laboratory, Inc., Test Report No. F11-7468, dated 09/13/2013, signed and sealed by
Martin D. Brinson, P. E.
(Submitted under previous 1VOA No.13-1009.06)
Jorge M. Plasencia, P. E.
Pr duct Control Unit Supervisor
NOA No.17-0420.14
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTLYUED)
4. Test reports on: 1) Small Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of Aluminum Sliding
Glass Doors), prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s
FTL-6019 and F1'L--6020, dated 08/07/09, both signed and sealed by Julio Gonzales,
P.E. Note: Test report No. FTL-6019 was revised and reissued on 12/29/09, signed
and sealed by Julio Gonzales, P.E.
(Submitted underprevious NOA No. 09-0826.11)
S. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
5998R, dated 12/29/09, revised, signed and sealed by Julio Gonzales, P. E.
(Submitted tinder NOA No. 09-0826.12)
6. Additional reference supporting Test Reports No.'s ATI72138.01-401-18 and
FTL-5254.
(Submitted under previous NOA No. 09-0826.11)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 50'
Edition (2014) and FBC 61 Edition (2017), prepared by manufacturer, dated
04/18/17 and revised 08/14/I7, signed and sealed by Lynn A. Miller, P.E.
2. Glazing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Jorge M. Plasencia, P. E.
roduct Control Unit Supervisor
NOA No.17-0420.14
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08119.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5" Edition (2014) and FBC 6"
Edition (2017), issued by manufacturer, dated 08114/17, signed and sealed by Lynn A.
Miller, P. E.
2. Statement letter of no fmancial interest, issued by manufacturer, dated 04/18/17,
signed and sealed by Lynn A. Miller, P. E.
3. Test proposal No.16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
5. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration
Testing Laboratory, Inc, dated 06/10/14, signed and sealed by Idalmis Ortega, P. E.
(Submitted under previous NOA No. 15-0106.09)
6. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory, Inc., dated 01/13/14, signed by Manny Sanchez, CEO.
(Submitted under previous NOA No. 13-1009.06)
7. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D. Brinson, P.E.
(Submitted under previous NOA No.13-1009.06)
S. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon,
P. E.
(Submitted underprevious NOA No. 13 1009.06)
9. Laboratory compliance letter for Test Reports No.'s FTL-6019 and FTL-6020, both
issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed and sealed by
Julio Gonzales, P. E.
(Submitted under previous NOA No. 09-0826.11)
10. Proposals No.'s 09-0177-A, dated 05/05/09, -B, dated 05/27/09 and -C, dated
05/27/09, all issued by the Product Control, signed by Ishaq Chanda, P. E.
(Submitted under previous NOA No. 09-0826.11)
G. OTHERS
1. Notice of Acceptance No. 16-0629.08, issued to PGT Industries, Inc. for their Series
"770-11P Aluminum Sliding Glass Doors w / Reinforcements - S.M.I.", approved on
07/28/16 and expiring on 03/24/20.
Jorge M. Plasencia, P. E.
Woduct Control Unit Supervisor
NOA No. 17-0420.14
Expiration Date: March24,2020
Approval Date: October 05, 2017
E-3
GENERAL NOTES: SERIES 770 H.P. SMI SLIDING GLASS DUUR WI I h Kt1NF'UKL1tmtN I
DESIGN PRESSUREPATING
MPACTRATING
SEE
TABLES 1 It AON RATED FOR SMALL MISSILE
i
1) GLAZJNG TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR)
SHEETA IMPALTRESISTANCE
GLASS STRENGTHS: T=TEMPERED
TADEsrSTPNDAROs USED!INTERLAYER
TYPES:.090- PV13G9-1'LAMINATEU INSULATING GLASS: 3116"T EXT. CAP+3/8'AIRSPACE+7/16'LAMINATED:(2)UTES OF 3/16' T GLASS WITH.080' PVB INTERLAYER.
�2014 FLORIDALORiDA8WL01NGC00E CODE (FeCj, 6THEDRION
G9A-1'LAMINAT'ED INSULATING GLASS:i/4-T EXT. CAP. 5/16- AIR SPACE. 7/16'LAMINATED: (2)LITES OF 3116' T GLASS WITH .09D'PVB INTERIAVER
-ASTM EIMB-09
G10 -7/16' LAMINATED: (2) LITES OF 3/10' T WRH.090- PVB INTERLAYER
-ANSUA VANOs2D15 FOR W000 CONSMUCTICN
G10A. 9/16' LAMINATED: (2) LRES OF 1/4- T GLASS WfTH.090' PVB INTERLAYER
-ALUMINUM DESIGN MANUPLAD1.ti•"S
2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
OSR IVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300.
-NSC35OAISISI010
B.P
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3)ANCHORAGE: THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS.
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE
DETAILS SEE SHEETS 4-6.
4) SHUTTERS ARE NOT REQUIRED 30' ABOVE GRADE
5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
6) REFERENCES: TEST REPORTS FTL5998, FTL5005, FTL-7468, FTL-6012 8 FTL-7825.
ELCO ULTRACON. CRETEFLEX AND AGGREGATOR NOA'S, ANS0AF8PA NOS FOR WOOD CONSTRUCTION AND ADM. ALUMINUM DESIGN MANUAL
7) THIS PRODUCT HAS BEEN DESIGNED 8, TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. AS APPLICABLE.
9) CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT. (108') HIGH WITH MAXIMUM 4 FT. NOMINAL WIDE DOOR PANEL, MAXIMUM 4 PANELS. SEE EXAMPLE
ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 8 7.
D,LO. WIDTH -NOM. PANEL WIDTH .7'
D.L.O. HELD HT=DOOR UNIT HEIGHT - 10.125' TABLE A:
PANEL HEIGHT =DOOR UNIT HEIGHT -1,868'
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6:
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMHDADE
COUNTY, USE ONLY MIAMHOADE COUNTY APPROVED ANCHORS. SEE
TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND
SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112- THICK 1X WOOD
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID
CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR
GREATER. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT
OF RECORD.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE
REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT
REQUIRED. IF USED. NON -SHRINK, NON-METALLIC GROUT. MAX. 1/4'
THICK 8 340D PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE
ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,
AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD,
30p FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND
WOOD SUDSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION.
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NOTES _........... I
SECTIONS ............ 8
LIST ....................... 9
AONS................... 10
PRODUCT REVISED
Bmplying with the Florida
ulltling Co
NOA^N-, 17-0420.14
lapira0-n D.
ey
MImN-0a46Preeuct aanwl
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE
ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL
TABLES IN THIS APPROVAL
5 u u np
2) ALL ANCHOR HEAD TYPES ARE AFPLICABLE.
Y LYN
3) FOR STEEL, STUDS, MIN. FU = 45 KSI, MIN FY= 33 KSI.
45j•� vC....
4) FILLED BLOCKVALUES MAYALSO BE USED IN HOLLOW BLOCKAPPLICATIONS.
Qom:
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND
BEYOND METAL SUBSTRATE.
_ *; _
(2R1. L'ANM. /At.S
PGT0005
PE
MAX. UNIT MAX. UNIT
WIDTH 96" WIDTH 146 5/161
MAX MAX.
DOOR " / / DOORUNIT UNIT
HEIGHT HEIGHT
108" 108"
1�
XO, OX, XX " OXX, XXO, OXO
PRODUCT REVISED
pryrying wll" DI" Fl.Ad.
9pll Coon
NOn-N.. 17-0420.14
Gplr Ull . Dale 03242020
_ MAX. UNIT By
WIDTH 191 1/2" Mier
MAX.
DOOR
UNIT
HEIGHT
10Iy81,
LY
J� 111
OXXO
APPROVED CONFIGURATIONS `*: N-•U715 *_
i010 v' OLw yarns ELEVATIONS �tC-......
Iw5l�lsm �%;rsl
�N Daoyn a No ceavcEs nnssHEEr. cEnr. oF.wrx. Fa+ae SERIES 770 H.P. ALUMINUM SGD-SM! .. ''q�NAIL1Epo
i;_ eovmmmsIDn ID e.ra"e aw"r 0.LYN<jMILLE0. P.E.
SM a6A5W aP ,w rssmin scDlm Hv. NTS 2 a 10 PG70005 O RE.O6 5
3/16" T GLASS
3/16'TGLASS -+
SILICONE
090' PV8
3/16" T GLASS
,pgp• PVB
s1RUCNRAL
1/4-NOW
3/6"AIRSPACE 74
W16'T GLASS
3MO"TGLASS —.-
74
POLVISOBtITYLENE
WITH DESICCANT
1' NOM.
7/i6'NOM.
EXT.CLASS
KODISPACE
82
4SG TPS
83 3/4' NOM.
3/4' NOM.
GLASS
GLASS
79 BITE
80
BITE
INL.GLASS
[%ldpR
1
HOT -MELT BUTYL ,
54
sTRucTURAL
1" LAMINATED INSULATING 55
7/16' LAMINATED GLASS TYPES GIO
SILICONE
FOAM
�—WIV NCM.
GLASS TYPES G9
' WITH
DESICCANT
'
Exr.Guss
SUPER
�SPACER®NXT-
3/16" T GLASS
.090' PVB
1/4- T GLASS
INT. GLASS
W16' T GLASS
090" PV8
PRODUCT REVISED
5716"AIRSPACE 74
t/4"TGLASS
74
.....Plying Iq Ne Florida
Builtling COG
1/4' T GLASS
9/16' NDM. �I
ALUMINUM
No"N 17-0420.14
i" NDM.
REINFORCEMENT
svl.uo. 032�4/2020
82
DDate
83 3/GLASS
ND,.
918 NDM.
GLASS
GLASS
MvamLu—Ep rotlu3—ce Gontroi
79 BITE
81
BITE
DESICCANT
FoaM
DURASEALO
6
_ _ _ _
E>r. GIA83
6B O
FxrtRIaR
EnEwoa
SPACER
54
1" LAMINATED INSULATING 55
97t6" LAMINATED GLASS
TYPES GI OA
INr. CLAss
GLASS TYPES G9A
POLYISO-
DESICCANT FILL AREA
BUTAUENNE
blifi NDM.
Part#
Description
Material
56
Komma0ing 480 TPS Spacer System
57
Quanex Super Spacer nXT v+lth Hat Melt Butyl
See this
Sheet br
58
Quenex Dumseal Spacer
MDteriaB
59
CaNina110-Edge Space!
XL EDGE"
(H)SPACER
GLAIIS
`a ❑nlluryp.
No. 58705 .p
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IIEFEHttiI:t lCsrncrvnla: rl�-e�ii, eaeaaaaiu ) '
romTeuDrotacroahE °"
°PVB' TEMPERED
090RTROSIFOL® PV0 BY KURARAY AMERICA, INC. x IaDRero rZZLAZING DETAILS D
,, NALIt1L11�1
JR 040Y11 o No ra1.lNGEs rwssxEEr, carr. oPAurxF ES 770 H.P. ALUMINUM SGD-SMI M
cud 0� c0110'Mes�l a a'°A. LYNN MILLER R. yT P. NT$ 3 a 10 PGTM05 G P.E.i 58IC5
Design Pressure (DP) and Anchor Quantifies Required
(For all appmwd owtigurafions, Sheet 2 eM Glass Types. Sheet 31
Door Urn Heignt
Relnbrcad interlocks
80
B4'
g0-
as'
102,
low
He"Auly Ashagei
697Z MO
73-70 DLO
7471W DLO
877/9' OLD
91-7/8- MO
97-71W DLO
Heavy-duty Sim
Anchochcup
ArrcharGmup
Anchor Group
AnchorG w
MCMr Gaoup
Anchoramp
A S C D
A S C 0
A B C D
A B
C D
A B C 0
A B C D
Doslan Pressura
'WI30
+901--130
+9W430
+90%130
+pw--lw
+9w.130
24'
Head/S01
05+2
C5+2 CS+2
C5+2
C5+2
CS«2
05+2
C5+2
CS-2
C5+2 C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
CS+2
C5+2
G5+2
C5+2
05+2
C6+2 C5+2
C5+2
D17- LO
Jame
10
1 8 I B
it 8
1 10
1 8
1 8
I 8
10
1 10 1 10
1 /0
12
1 101 10
10
12
1 10
1 10
1 10
14
1 10 10
1 10
Design Pressure
•BW--120
OW--130
♦9W--130
+w-Im
+w--r30
+90'-130
Z
1.
Hes I/Sill
C6+2
05.2 C5+2
CS+2
CS+E
C6+2 C5+2
C5+2
05+2
C5+2 C5+2
CS+2
C8+2
CS+2 C8+2
C8+2
C6+2
M6 2 C6+2
CW2
?+2
C6+2 CB•2
C6+2
DUO
Jams
12
1 10 1 8
1 8
1 12
1 10 1 e
1 8
12
1 10 1 10
1 10
14
1 2 1 10
1 10
14
1 121 10
1
16
1 12 1 10
10
assign Presstue
•90A130
+904--130
+9W-130
•W-130
+96=130
+Bd-130
y
3E
HeaVSIH
G5+2
C6+2 C5+2
C5+2
Cfi•2
C8+2 C6+2
C5+2
C6+2
05+2 C8+2
06+2
C7-2
C7+2 06+2
C6+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
3
a
OLO
Jamb
12
t0 6
8
14
12 1 8
1 8
14
12 10
1 10
16
1 14 10
1 10
18
1 14
10
10
18
1 14
1 12
10
s
Assign Pressure
+901-13D
+9D=130
+9d-130
•9fY-190
+BD'-130
+90 121.4
iDLO
Head/SIO
C6+2
C0+2 C8+2
+2
C8+2
CB•2 Cb+2
C6+2
C7+2
C7+2 +2
C5+2
C7+2
C7+2 C7+2
C7+2
CB+2
CB•2
C]+2
C7+2
C8+2
C8+2
C7+2
C7+2
Jamb
14
12 a
8
16
12 10
B
16
14 10
10
18
14 12
10
20
i6
12
10
20
18
12
70
Design Pressure
+Wlm
+90%-130
+9d-/30
+BW-12D
+9d-778.5
+80°-it0
HeM5i11
C8+3
C0.3
L8+3
C6+3
C7+7
C7+3
C6.3
L6+3
C7+3
C7+3
CT•3
C7+3
0a+3
CBe3
CB•3
Ca+3
C8+3
L8+3
Ci+3
C7+3
C8*3
C8+3
+
C7+2
O1-
Jamb
16
12
10
8
16
14
10
6
16
14
12
f0
20
10
1 12
1 10
20
1 ifi
1 12
1 10
1 20
1 18
Ki2A
10
NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O = EXAMPLE ON SHEET 5
61
113
se
HEAVY DUTY ASTRAGAL
HEAVYDUTYSTILES
w
INTERLOCKS TO BE REINFORCED
WITH THE #66 HEAVY-DUTY REINFORCEMENT
HEAVY-DUTYSTILES
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL.
2. WHEN USING THE 21/2- SILL, POSITIVE DP IS 46.67 PSF MAX AND WITH THE 31/4' SILL,
POSITIVE PRESSURES IS 60.0 PSF MAX
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET.
3.2 1/2% 31/4-AND 4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 1 1/2-SILL 15 NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT
FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED
FOR WATER INFILTRATION.
4. SEE SHEETS 1.5 S 6 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT
INFORMATION.
5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
D.L.O. WIDTH = NOM. PANEL WIDTH - 7'
D.L.O. HEIGHT'= DOOR UNIT HEIGHT-10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT-1,666'
®rrrxAt7rNAaae
4 + fO I PGTDWS
TABLE 1Ao
SBI Height
(Water lt4itratbn RatlnB)
S01 Poser HN9ht (+)�°I®1
P�sure, pst
Fksl1. 1-1/2" see nde 3
Lav-2-1? +4Sfi7
Medlisn-31f4' +fi0.0
H9h-4' a 90.0
SEE NOTES 1-3
OH LENGTH �---
OH LENGTH _ OH RAT
OH OH HEIGNT
HEIGHT
LKI EQUAL TO
p ORGREATER
L ❑
SEE NOTE 3
PRODUCT REVISED
Ps ...PI 2. Mth the Flpdd.
sun4ing Dotle
NDA-Nn. 17-0420.14
EapImtIon Dam 03124MO20
By
a ProEuct aon4ol
WQ
Ne. 58705 ';-
EXAMPLE OXX ANCHORAGE PLAN:
(3) PANEL, 48' X 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES. A IN CONCRETE SUBSTRATE
24' MAX. O.C.
(ADD ADDTIONAL
ANCHOR MIDSPAN
IF NEEDED)
48' NOM. PANEL WIDTH
108'
MAX
(20) ANCHORS TOTAL
EACH HEAD & SILL
'ANCHORS PER PANEL' ARE THOSE
ATTHE HEAD AND SILL BETWEEN
CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB.
21' (12)
MAX. O.C. ANCHORS
PER
`AMB
SEE
SHEET
6FOR
CLUSTER
O.C.
SPACING)
6' MAX.
8' MAX. T W. - I— 24' MAX. O.C. i r C,L ASTRAGAL I
SEE CLUSTER DET., ENT. 6
INTERLOCK 3.5'MAX ASTRAGAL INTERIOR 1-� 8'MAX
3-tY2'MAX. CENTERLINE O.C. _ CENTERLINE
2.04'
0
I 24'MA%. O.C.LOCATED BELOW
8'MAX CENTER OF PANEL EXTERIOR
I4S5/16' MAX.
ANCHORAGE REQUIREMENTS NOTES:
1. APPROVED ANCHOR TYPES: SEE TABLE A, SHEET 1.
2. ANCHOR LOCATION SPACING FOR ANCHOR -QUANTITIES SPECIFIED IN TABLE I ON SHEET 4:
WAD 8 SILL ............... W MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE T FROM CORNER ANCHORS CAN BE INCLUDED).
ADDITIONAL ANCHORS 24' MAX ON CENTER
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 6.
JAMBS ......................... 6' MAX. FROM BOTTOM AND 21' MAX. O.C.
UTILIZING JAMB ANCHOR QUANTITIES FROM ANC
TABLE ON SHEET 4. "•s''Hns ANCHORAGE SPACING&EXAMPLE PLA
!<+O�eatsco
JR oavvn �G. NO CHANGESTHIS SHFJT°F'"1^"#°ns SERIES 770 H.P. ALUMINUM SGD-SMI
rreF1 r�r A uwe K ur�w
Ru _. _ scoYmHr. NTS u5 + fO PGTOX5
PRODUCT REVISED
as pl in ItA the ResideBuilding �e. HOA H.. 17-0420.14
Ezpira0en Ham03/242020
mlai 7AI]o Md." Control
NOTES: ASTRAGAL OR AS I RAGAL OR
1. ALL DIMENSIONS SHOWN ARE BASED ON INT. INTERLOCK INT. INTERLOCK INT.
MINIMUM ALLOWED. 7• CENTERLINE CENTERLINE
2. METAL SUBSTRATES SIMILAR TO WOOD 3.5° 7' W'4"O6
SUBSTRATES AS SHOWN. 3.5' a2.04.
• DIAGONAL. O.C. DIMENSION IS 4.051' IN THE 4.057' 1.76'
HEAD 8 SILL, 6- IN THE JAMB. _
T_
21f16' 2x WOOD BUCK TYP., SEE
EDGE DIST
ESHE�ETE39HETFOR NOTE4051 J
EX7, emnco.I oce 6ANCHOR CLUSTER -CS 6ANCHOR CLUSTER-C6 UANUHUKc
TABLE A, SHEET 1
MAX. r -�-- MBED., SEE TABLE A. SHEET I �-1 INT. —INTERLOCK
OR
J INTERLOCK
SHIM 1/4'MAX. SHIM ,I "",\ EDGE DIST., CENTERLINE
WDDDANDF{DRTYP.,SEE 1x WOOD SEE TABLE 7'
ANCHOR NOTE 2, SHEET 7 BUCK TYP., SHEETI 3.5'
CETAILA 2SRACK W/SCREEN FRAME HEAD ,SEE ANCHOR
WOOD INSTALLATION NOTE 3, SHEET :.`,����� 71
CONCRETE'.:; i2-7/i6'• . DI ----------
I
ANCHORTYP., - ,�mpnap'p'>� o
EDGE DIST., SEE ANCHOR 4.051'
SEE TABLE 2-7/tfi" NOTEI SHEETI+-
SHEETI
I
• 5,:�:
�•� 2-TRACK ASTRAGAL/INTERLOCK
-CONCRETE 7ANCHORCLUSTER-C7
PROD JOT REVISED
oa comMVln wIN No Gtnnea
ExT.
L
EMBED..SEE EXT DETAIL
TABLE A SHEETI CONCRETE
EDGE DIST.,
2•TRACK FRAME JAMB SEETABLEA
INSTALLATION SHEET 7
2 1116
EMBED.,
SEE
TABLE A.
emlelna> co�
xoA xo. 17-0420.74
exPlmtmn vmo 03/24I2020
-��
V4' r
MAX.
(I
U
;y
II
2x WOOD BUCK TYP., SEE
7 ANCHOR NOTE 3, SHEET I
I. WOOD
BUCK TYP.
SHEET 7
g
xia
SHIM WOOD ANCHOR TYP., SEE SEE ANCHOR EFXT- 7
ANCHOR NOTE 2, SHEET I <���LLL E] TERIOR INTERIOR NOTE 3, SHEET
DETAIL B. 2-TRACK FRAME HEAD (ALL VERT. SECTIONS) 1/4'� ONCRETE
WOOD INSTALLATION EMBED,. SEE MAX.
SHIM
SHEET I
WOOD ANCHOR TYP., SEE TABLE A,(2-1116"'
GE DIST., ONCRETE ANCHOR TYP.,
ANCHOR NOTE 2, SHEET 1/4'MAX. SHIM �-IE TABLEA BEE ANCHOR NOTE I, SHEET
HEET 1 DETAIL F 2-TRACK FRAME HEAD
2x WOODBUCK TYP., SEE CONCRETE INSTALLATION
1/4' MAX. ANCHOR NOTE 3, SHEET
(SEE ANCHOR EMBED., SEE T 7/4'MAX.
NOTE S, SHEET I) r7AeLE A, SHEETI (SEE ANCHtTypli
R GROUT AS RED.
WOOD ANCHOR NOTE S, SCONCRETE
TYP., SEE ANCHOR E%T.NOTE 2, SHEET 1r WOOD eUCKTYP-. SEE I- ... EMBED., SEE
2-1/16" EDGE DIST., EXT. ANCHOR NOTE 3, SHEET �;{_`TABLE ASHEEI
BEF_TABLE A DETAIL E. 2-TRACK FRAME JAMB CONCRETEANCHE DIST.
DETAILC 2-TRACK FRAME SILL SHEETI WOOD INSTALLATION SEE ANCHOR NOTE I, LDETAILG.2dRACKFMME SILL ASHEET
I
WOOD INSTALLATION A, SHEETI
#; No. 6a7M
A - 4t�JJ �J 2
Off: SYA ! 4ll / i %:
SM 061)$•D9 ` 1 �rceml)ennluvwoecmA�. OJNSERIES 770 H.P. ALUMINUM SGD-SMl
cHNmuocos."✓R avn "c �M�PswmH. NNgnILILtEEkNP,.rE
`
NT 1 6 > 10 PGT000S G P.Ea 6BlY5
PAREL LETTER
5/NGLE
K
INTERLOCI(
—..n.-
SINGLE
n
DL°CKSDLE
Ail
LOCKSTILE
LSINGLE
Pe`o
INTERLOCK
LR
a QM
OUr
N
ASTRAGAL
w
JAMB DETAIL'K' OR'L'.
SHT. 8 & ANCHOR
NOTE:
1. MAXIMUM NOMINAL
[ooxSRLE
DETAILS'D' 8'E', SHT. 6
INTERLOCK DETAIL'J'.
PANEL WIDTH FOR ALL
SHT. 8
PANEL CONFIGURATIONS
EQUALS 48'
LOCKSTLLE
ASTRAGALOETAIL'M'.SHT. 8
EXTERIOR
HEADER DETAILT, SW.B
B ANCHOR DETAILS'A', 78'
8'F, SHT.6 7
SINGLE
wTERLOCK
SINGLE
wIFALOCK
ASTRAQAL
Our
SWGLE
w MOCK
C
SMGLE
AS RAGAL
INTEPo.IXJT
w
M1'eal9
SINGE
FID
p
INTFRLOCX
LOOXSiTLE
F KED
SwG E
R
LOCKST/IE
)NlERLOCK
T
ASTRAGAL117,�
FIXED
t>�wR
OLT
LOCKSRLE
na
IN
Lc=STILE
S
FIXED
ASTR4G4L
LOCKSRLE
our
S
FLYED
_ ❑ ASTRAGAL
LOLKSn,c
w
NOTE
REINFORCEMENT (ITEM n66) REQUIRED AT ALL INTERLOCKS.
4 INTERIOR
�(AjLL PANEL TYPES)
v EXTERIOR
D.LO. WIDTH=NOM. PANEL WIDTH -r
D.LO. HEIGHT = DOOR UNIT HEIGHT-10.125.
PANEL HEIGHT= DOOR UNIT HEIGHT -1.868'
101 Irl-h .UNII WIUIM
F41'MAX NOMINAL
-- —PANEL
PANEL
PANEL
PANEL
I' PANEL
PANEL
TYPE
�I
TYPE
TYPE
TYPE
,R,
L,
.D.
.P.
97 7/8'
MA
y
y
o D. La
HT.
SEE
H1
TYR
REINF.
NOTE
REINF.
TY.
3
SEE FRAME 8 OXXO (2 TRACK)
PANEL CORNER
CONSTRUCTION
DETAILS BELOW
T
T
SILL DETAIL'H', SHT. 8 8
ANCHOR DETAILS'C 8
'G', SHT. 6
BY OTHERS
naX1'
PH SMS
I
n10 X 1.50'
PH EMS
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL
PANEL WIDTH - 48. SEE SHT. a FOR SECTION DETAILS AND SHTS."FOR
ANCHORAGE DETAILS.
2. MAX DLO WIDTH = 4 i`, MAX. OLD HEIGHT =97 7W, MAX PANEL HEIGHT= 1061/8'.
3. (1) LOCK (ITEMS 75 8107-110) AT EACH LOCKSTILE, LOCKING IWO KEEPER
(REM 103) AT FRAME JAMB OR ASTRAGAL
my0 fe[o
c .. OFAGI 0=0
7 = 10
PGTOOOS
PRODUCT REVISED
p In MU Me Redd.
Belittle, No"..17-0420.14
hplrobo'n Date 033,12412020
By
Mlale�9jllto yr=4eet CEnb l
mm
* No. 58T05 =_
OF 4u
ZONAL
ALL REINFORCED INTERLOCK
DETAIL U'
2 YY 112
4s
62 fi1
s3
DETAIL'N SCREEN
AT HEAD
(2-TRACK SHOWN)
SILL RISERS OPTIONS
(SEE D.P. LIMIT TABLE `IA, SHEET4
SEE SHEET 6 FOR FOR
INSTALLATION DETAILS)
1B
EXT.
FLUSH BO%SILL RISER
(NOT VALID FOR WATER
INFILTRATION RESISTANCE)
PART ILLUSTRATIONS
(SEE SHEET 6 FOR FOR INSTALLATION DETAILS)
STANDARD CLIP OPTIONAL OUP
W/RETAINERA106 W/RETAWER#123
DETAIL 'IV (FIXED PANEL)
DETAIL'O' SCREEN G]EXTERIOR INTERIOR
AT SILL (ALL VERT. SECTIONS) DETAIL'P SCREEN
(2-TRACK SHOWN) AT JAMB
(2-TRACKSHOWN)
LOW 00%SILL RISER
(2-tYY)
LOW FLAT SILL RISER
MEDIUM BOX SILL RISER
(3-1/4')
22
EXT 3.305
MEDIUM FLAT SILL RISER
(3-1/q
cERr.OPaurN.ivzve
24
ri
—
EXT.
HIGH 00%SILL RISER
25 (4')
4.6sc
EXT.
HIGH FLAT SILL RISER
IV)
MAX. lob- 91 Ve
DOOR UNIT M
HEIGHT DLG
TYP.
6 • 10
4 INTERIOR
(ALL �HOR2 SECTIONS)
v EXTERIOR
DETAIL T
DETAIL'H'
ASTRAGAL
DETAIL'M'
PRODUCT REVISED
a....l awIN Me M.d"
aooae
No".17-0420.14
OAd
E 0-tlea Date 03/2A[2020
DY
Miamw Pra�mt eonerT
111111111111////
VCEN6p':..
* r No.58705
_ '
AO
��F ''•:KORIOP„�
;CINALIENI
ALYNNMIUEKP£
REd E3169
PRODUCT REVISED
s eemplyIng KN the Flv44v
emmiv9 Cv4v
xoA-xe. 17.042DA4
6pl-bvv Dvte 0324/2020
e
MYv Ov rv�Control-
NOTES:
1) ALL ALUMINUM
0. 12,13. 2639, 60, 67, 78, 8499 & 116-122 ARE NOT
2) ITEMS # 3, 4, 9-10, 12, 13, 18, 17,
USED AND ARE NOT
PART
OF THIS APPROVAL.
+ •., (��
`� Qa: 110EN4.4;
05
O'n
fOlM IEMQSFL (LVE
K IEMCE FLWl9
PARTS LIST
'•. >✓E F (DY17`
%FSJONAL
,�
eERr.OFAe1NlNSfi
SERIES
770 H.P. ALUMINUM SGD-SMI
ENG`.`
JR
0M07
G NO CHANGES THIS SHEET.
mncm."
�^^+
m" ° — —
A.L IIILLIEd.'f1,E
SCIMHP. NTS 9 e 10 PGT0006 G
P.E95mo3
Item
PGT
Dwg. #
PGT#
Descripibn
1
1I306
617306
2-1PACK HFAD
2
i]303
61TJOJ
2-]IEAOK MEAD WI1113CREEN MR
0
77314
6P314
FMME 9CREW COVER
6
17317
61T31]
FMME FfEAdAMO ADD-0N
7
iT304
6A304
2-0PADK SILL
8
1]301
61T301
2-TRACK SILL WITH SCREEN PAIL
11
1]313
61]313
FMME SILL TRACK INSERT
11
1]305
61]305
2-TRACK AMS
15
1]302
617302
2-TRACK JAMB WnH SCREEN MR
10
17J22
61T32T
SILLPo6ER
19
1]310
fii]319
SILLRISER-HOLLOW
20
t]321
61T321
SILL LASER -LOW FLIT
21
1]318
61]318
SRL PoSER-LOW HOLLOW
22
R3S5
61T355
SILL RISER•MED FLIT
23
1]354
61T3fi4
BILL LASER-MEO HOLLOW
24
1T320
6II320
SILL PoSER-HIGH HOLLOW
2S
1]323
61t323
SLLL PoSER-HIGH FLIT
ITEM9
4053 ARE 9CREEN PARTS:
40
4319
6t22S0
SCfl`_EN SIDE RAIL-LOCKSIILE
If
]LOCKWGSK
SCREEN LOCKSET
d2
91B18
9CREEN KEEPER SPACER SET
43
M82
60152
SCREEN WTERLOCK ADAPTER
44
4128
64438
SCREEN DOUBLE W1EflLOCK
45
431]
612256
SCR-cEN TOP MIL
46
4318
8122fiJ
SCREEN BOTTOM MR
aT
66B
]SRA2
9TANDARO ROLLER
46
fi68
TSRA%
STANDARD ROLLER-ST. SIL
99
4344
69344
SCREEN A97MML
50
4349
61J349
O%O SCREEN AST]AWLADAPIER
61
1692
61692
SCREEN SPLINE-.16Y
52
tb94
61699
SCREEN SPDNE •.150'
ba
B1B16C20
SCREEN CLOTH
94
1T29
712°%4'%iN6'SETIINO BLOCK
SS
P28
t'%4`%1118.9ET}ING BIAO(
61
17326
fi17326
PABEL9RE(HEAVY OUfY)
62
R33T
61T32]
INTERLOCK ADAPTOfl
6J
1236
81P248
VINYL BULB W9IP.•THIN ONSIDE IN"fERLOCK)
64
1]29
]t)29
50.L END WEATHERSTRIP PAD
65
1T320
61]328
INTERLOCK SCREW COVER
66
1]396
61TJ48
INTERLOCK ALUM REINF, (PANEL•9')
Item
Dtp'7Gg �
PGT#
DescAption
Ee
1T339
61TJ39
FEAW DUTY ASIMGAI
69
1]324
61T424
TOP 4 BOTIOM RAIL
TO
1]350
417350
WEATHERSTRIP E%IENSION QNJECIION MOIDED)
T1
i6%
fl695
ht/2'X1'%314'HIGH FlN SEAL OUST PLUGS
]2
8193
]0153%
TANDEM 9T. STL ROILERASSY.
73
8153
T8153N
TANDEM NYLON ROLLER ASSY.
T4
SRICONE
COW4199, DOW9%OR GE-T)00
TS
BIBS
J8185%
GEMWI MORTICE 3PLY DUAL LOCK W/LONG 1RIM PULE
76
71032X1FPFX
#1032 %1'FL 5.3.9CREtY W/IYPE'F IIP
n
7103239
10J29TEEI-21NC UNLIT
79
t]J30
61 T457
1'10 BEAD
BD
17359
617359
]!16'BEAO/F0�0 PANEL CUP '
61
1T38D
617360
9n6' BEAD
0?
1224
6TP24M
VINYL BULB WEAIilEftSTRIP
63
61]4S
1]45
LOWEINC,1/2'%1/16'SGL SIOEADM. TAPE, POLYEM
100
B052
48052
ROLLERADJ. HOLE PLW
101
7208]
,LAMB BUMPER
102
16%
71696
WSTPLUO
103
ei%
]8186%
1'KEEPER
ida
653
lSDKEEP
SCREEN LOCK KEEPEP
105
1]314
61T44A
FOED PANEL CUP-6•LONG
106
1T349
617346
E%1ER10R FIXED PANEL FETAINER-9/16'
teT
1]39
]1]39
HANDLE KIT-1NIEPoOR RAISED WnH THLMS NRN
tae
1I90
T1740
NANOLE KIT-M15ED E%IERIOR HANDLE
109
1731
]8162SN
HANDLE KY. RECESSED INTERIOR WITH TNM87URN
110
1732
78178
HANDLE KIT•RECESSEO EXTERIOR PULL
111
710%J4PPSDA%
#IOXW4• PH. PN TcK-SS.
112
1235
6)Stb
WSTP, .2S0'%.1T0'•FlN SEAL
113
1T12
fi4066
.18]'X.23P FINBEAL
H4
]10k116PP%
#tOX1-1/2°
118
710XPPT
#10%1'
116
MO%1%
M440%i'6.5.
11]
]20X112%
#1420 X 1.5' S.S.
123
61J362
61T352
F883D PANEL RETAINER ]IB"
\(I \)§
Us
�}
m!
\
§