HomeMy WebLinkAboutNotice of Acceptance MIAMI•DADE MIAMIDADE COUNTY,FLORIDA
• 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) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive,
Nokomis,Fl.34275
SCOPE:
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 AW(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—Dade 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"FD-750"Outswing Aluminum French Door w/Sidelites—L.M.I.
APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact",
sheets 1 through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by manufacturer,
signed and sealed by Anthony 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
SS INInACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/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. 14-1117.05 and consists of this page 1 and evidence pages E-1,E-2,E-3 and
E-4,as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
i
NOA No. 16-0629.16
MIAMMADE COUNTY Expiration Date: February 24,2020
A 1 te: u 28.2016
UU I
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 09-1028.10)
2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1
through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by
manufacturer,signed and sealed by Anthony 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.
2. 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) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked up drawings and installation diagram of an aluminum sliding glass
door using a low sill threshold, glazed with 7/16" laminated glass, prepared by
Fenestration Testing Laboratory, Inc., Test Report No. FTL 5941, dated 05/20/09,
signed and sealed by Julio E. Gonzalez,P.E.
(Submitted under previous NOA No. 09 1028.10)
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) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6 Forced En Test e -
r FBC 2411.3.2.1 and TAS 2 4
Entry P
02 9
along with marked-up drawings and installation diagram of an aluminum doors of
OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report
No.FTL-4921, dated 07/17/06, signed and sealed by Edmundo J.Largaespada,P.E.
(Submitted under previous NOA No. 05-0419.03)
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 16-0629.16
Expiration Date: February 24,2020
Approval Date: July 28,2016
E-1
i
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
•• B. TESTS(coN PmEn)
4. 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
4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum doors of
OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report
No.F1Ir4527,dated 02/10/05, signed and sealed by Edmundo J. Largaespada,P. E.
(Submitted under previous NOA No. 054419.03)
5. 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) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked up drawings and installation diagram of an aluminum doors of
OXXO configuration,prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, both signed and sealed
by Edmundo J.Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03)
6. Test reports on: 1) Large 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 an aluminum doors of
XXXO configuration,prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL- 4529, dated 02/14/05, FTL-4530, dated 02/14/05, FT"311, dated
09/01/04,all signed and sealed by Edmundo J. Largaespada,P.E.
(Submitted under previous NOA No. 05-0419.03)
7. 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 an aluminum outswing
French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-4312,dated 09/13/04,signed and sealed by Edmundo J.Largaespada,P.E.
(Submitted under previous NOA No. 05-0419.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and FBC 2014, 5tb Edition, prepared by manufacturer, dated 10/11/11, signed and
sealed by A. Lynn Miller,P.E.
(Submitted under previous NOA No. 14-1117.05)
2. GIazing complies with ASTM E1300-04/09
,,-"Jorge A Plasencia,P.E.
"'duct Control Unit Supervisor
NOA No.16-0629.16
Expiration Date: February 24,2020
Approval Date: July 28,2016
E-2
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite PVB Glass Interlayer"dated 02/19/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP -- Saflex and Saflex AP Composite Glass Interlayers with
PET Core" (formerly Saflex Keepsafe Maximum) dated 06/19/14, expiring on
12/11/18.
3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA)
for their"Saflex HP Clear or Color Glass Interlayers"(formerly Vanceva)dated
06/19/14, expiring on 04/14/18.
F. STATEMENTS
1. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
3. Statement letter of conformance to FBC 2010 and complying with FBC 5", Edition
(2014), issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller,
P.E.
(Submitted under previous NOA No. 14-1117.05)
4. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14,
signed and sealed by A. Lynn Miller,P.E.
(Submitted under previous NOA No. 14-1117.05)
5. Laboratory compliance letter for Test Report No. FTL 5941, issued by Fenestration
Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under previous NOA No. 09-1028.10)
6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq
Chanda,P.E.
(Submitted under previous NOA No. 09-1028.10)
7. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06,
FTL-4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04,
FT r-4529, dated 02/14/05, FT"530, dated 02/14/05, FT"311, dated 09/01/04
and FTL4312,dated 09/13/04,all issued by Fenestration Testing Laboratory,Inc., all
signed and sealed by Edmundo J. Largaespada,P. E.
(Submitted under previous NOA No. 05-0419.03)
orge M.Plasencia,P.E.
N oduct Control Unit Supervisor
NOA No. 16-0629.16
E;piration Date: February 24,2020
Approval Date: July 28,2016
E-3
i
j
PGT Industries
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 14-1117.05, issued to PGT Industries for their Series "FD-
750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 02/19/15
and expiring on 02/24/20.
o ge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.16-0629.16
Expiration Date: February 24,2020
Approval Date: July 28,2016
E-4
WIN FRENCH DOORS AND SIDE LITE S
NOTES: OUTS WING IMPACT F C ( ) ( )
1.GLAZING OPTIONS:
A.7/16'LAMI CONSISTING OF(1)LITE OF 3/16-ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT
-BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM.
B.7/16"LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM.
C.7116"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116'HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER.
D.7/16'LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER. NOA DRAWING MAP
E.7/8"LAMI I.G.CONSISTING OF(1)LITE OF3/16"TEMPERED GLASS OUTSIDE,114-AIR SPACE AND(1)7/16'LAMI GLASS ASSEMBLY INSIDE(3/16"A,.090 PVB,3/16'HS).
TOPIC SHEET
F.7/8"LAMI I.G.CONSISTING OF(1)LITE OF 3/16'TEMPERED GLASS OUTSIDE,1/4"AIRSPACE AND(1)7/16"LAM]GLASS ASSEMBLY INSIDE(3/16"HS,.090 PVB,3/16'HS). GENERAL NOTES............ 1
CONFIGURATIONS...........I
G.7/8"LAMI I.G.CONSISTING OF(1)LITE OF 3/t6'TEMPERED GLASS OUTSIDE,1/4"AIR SPACE AND(1)7/16'LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS...........2
(3116'A,.075 VANCEVA,3/16"HS). DESIGN PRESSURES......3
ELEVATIONS.................... 4
H,7/8"LAMI I.G.CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS OUTSIDE,1/4"AIR SPACE AND(1)7/16'LAMI GLASS ASSEMBLY INSIDE VERT.SECTIONS.............5
(3/16"HS,.075 VANCEVA,3/16"HS). HORIZ.SECTIONS........... 6
PARTS LIST...................... 7
2.DESIGN PRESSURES:TABLE 1,SHEET 3. EXTRUSIONS................... 8.9
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. ANCHORAGE....................10-1
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02.
3.CONFIGURATIONS:X�O,XX,XO OX,XJXX XXO,OXX,OXO,Xxxx XXXO OXXX,OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE.
ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE,X DOORS OR A DOUBLE,XX DOOR'BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE
FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X,XX,AND
0 UNITS TO MAKE THE ABOVE CONFIGURATIONS.
4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11.
5.SHUTTERS ARE NOT REQUIRED.
6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE
INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT.
7.REFERENCES:TEST REPORTS:FTL-4311,FTL-4312,FTL-4315,FTL-4527,FTL-4528,FTL-4529,FTL-4530,FTL-4921 AND FTL5941. PRODUCT REVISED
ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION os complying with the Florida
ADM-2005 ALUMINUM DESIGN MANUAL Building Co e
Non-No. 16-0629.16
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY Expiration Date 02/24/2020
HURRICANE ZONE(HVHZ). By —
Miam-0atl ro uct control
4 �
`11�lllil)il!//,
STANDARDS USED: \��,.•'�1GEN 3S ''•F'P ,
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION `_ •t' ��
•ASTM E1300-09 1Ir N0,58705
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL,ADW2010 —
•AISI-S10M7/$2-2D10 ; fl !SItill
OF 46�
JA F EDSPACERS7DSH�T& GENERAL NOTES AND DRAWING MAP '.�^F�' Rio R'.
�:L.l
1070TEamoLOGYDM E ,� r, ti9 NONW/4 Ft 34275 /r/CIONALALUM.FRENCH DOOR&SIDE LITES,IMPACT //ri ��P.O.BOXIMe e , ,„• n. A.LYNN�LUdR."P.E.
o,""r _ NCKDA99,Fi S4Y74 a FD750 FUL 1 b 12 8000-11 F FL P.E.#88705
F.K D4 LT. 41W5
7/16"NOM. 7/18"NOM.
3/18"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
090"DUPONT BUTACITE OR SAFLEXIKEEPSAFE .075'VANCEVA INTERLAYER
MAXIMUM PVB INTERLAYER
3116'HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS
91 OR 92 93 OR 94
,109 90 109 90
107 107
105 5/8-GLASS < 105 5/8"GLASS
B
BITE ITE
lid
EXTERIOR INTERIOR EXTERIOR INTERIOR
SETTING BLOCK SETTING BLOCK
GLAZING DETAIL- a GLAZING DETAIL
7/16"LAMI�GLASS W/PVB INTERLAYER 7/16"LAMI GLASS W/VANCEVA INTERLAYER
-► 7/8°NOM. 7/8°NOM.
3116"TEMPERED GLASS 3/16'TEMPERED GLASS
AIR SPACE AIR SPACE
3/16"ANNEALED OR HEAT 3/16"ANNEALED OR HEAT
STRENGTHENED GLASS STRENGTHENED GLASS
til .090"DUPONT BUTACITE OR SAFLEX/ .075 VANCEVA INTERLAYER
KEEPSAFE MAXIMUM PVB INTERLAYER
3/16"HEAT STRENGTHENED GLASS 3/16'HEAT STRENGTHENED GLASS
95 OR 96 97 OR 98
109 1 Q9 PRODUCT REVISED
1 DS 1 D8 as comp] with the Florida
9D 90 Building Code
NOA-No. 16-0629.16
Expiration Dato 02/24/2020
905 5/8"GLASS < .105 518"GLASS ay
BITE BITE mio i- Fro uc on
i•
EXTERIOR INTERIOR EXTERIOR INTERIOR ;
GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK
7/8"LAMI I.G.GLASS W/PVB INTERLAYER 7/8"LAMI I.G. GLASS W/VANCEVA INTERLAYER
Br
o
p 1070TECHN010GYDMVE GLAZING DETAILS ..
NOKDM1S,fL 31176 Tot '- '
er am ALUM.FRENCH DOOR&SIDE LITES,IMPACT
ra BOX 16Z y mmw: a ,, ,,, A.LYNN MILLER,P.E.
rooeeonlrs Fi su74Ry. F07w FUL 2 112 8000 11 F FL P.E.#58705
JG 13/04 LT MBN5
Table 1.Maximum Design Pressures(pst OVERHANG
LENGTH
Allowed Height(in) OVERHANG W
Configuration Width(in) Glass HEI O
Types 79 3/4"(65 8$314"(70) 87 314" 91 314" 95 3/4"(ec)
A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0
X 37"(3°) NOTES:
French C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 1.IF USING THE OPTIONAL LOW-RISE SILL
Door A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 (PART 10,SHEET a OF 12),THE
XX_: 71 3/4"(6�) OVERHANG LENGTH MUST BE GREATER
- C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 THAN OR EQUAL TO THE OVERHANG
HEIGHT(SEE DIAGRAM).IF NOT,THE
MAXIMUM POSITIVE(+)DESIGN
Full A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 PRESSURE IS LIMITED TO+50.0 PSF FOR
Jamb 3611/16" ALL STYLES AND SIZES OF THE DOOR
C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 AND ANY ADJOINING SIDELITES,(REF.
3011116" C,G +100.0 -100.0 +100.0 -1OD.0 +100,0 -100.0 +100.0 -100.0 +100.0 -100.0 FTL-5941)
Sidelite 3311/16" C,G +100.0 -100.0 +100.0 -10D.0 +100.0 -100.0 +100.0. -100.0 +97.4 -97.4
Narrow ,
Jamb A,B,E,F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.6 -80.0
36 11/16" C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9
D +10D.0 -100.0 +100.0 -100.D +100.0 -100.0 +100.0 -100.0 +100.0 -100.0
,H
_ -Table 1a.Glass Type and Test Report Number
A-7/16"LAMI(3116"A,.090 PVB,3/16"HS) FTL-4311,4312,4315
B-7/16"LAM[(3116"HS,.090 PVB,3/16"HS) UPGRADE FTL-4311,4312,4315 PRODUCT REVISED
C-7/16"LAMI(3/16"A,.075 VANCEVA,3/16"HS) FTL4527,4528,4529,4530 as eompigIn with the Florida
D-7/16"LAMI 3/16"HS,.075 VANCEVA,3/16"HS UPGRADE FTL 4527,4528,4529,4530 DOA-No Code
( ) NOA No. 16-0629.16
E-7/8"LAMI I.G.(3/16"T,1/4"AIR SPACE,3/16"A,.090 PVB,3/16"HS) FTL-4311,4312,4315 laplrafion DatoO2/24/2020
F-7/8"LAMI I.G.(3116"T,1/4"AIR SPACE,3/16"HS,.090 PVB,3/16"HS) UPGRADE FTL-4311,4312,4315
G-V8"LAM[I.G.(3/16'7,1/4" L-4
AIR SPACE,3/16"A,.075 VANCEVA,3116"HS) FT527,4528,4529,4530 sy
Nfiam roduct Control
H-7/8"LAMI I.G.(3/16"T,1/4"AIR SPACE,3/16"HS,.075 VANCEVA,3/16"HS) UPGRADE FTL-4527,4528,4529,4530
BA
ro c IWOTECHNOLoorORNE DESIGN PRESSURES - ••„
NOMDMf9,FL 51276 tms .. ... •: •
ALUM.FRENCH DOOR&SIDE LITES,IMPACT
Ji ores io D NO.O.BqKQKk%FC 31274 ® B de0 0` °oYbp1a A.LYNN MILLER,P.E.
--Y. °iL°bTtle �5 FD7S0 NTS 3 e 12 8000-11 F FL P.E.#58705
�-73 13/16-MAX.WIDTH �110 5/8"MAX.WIDTH 145 3/8"MAX.WIDTH
1 i
`HEIGHT
ALL
OX OR XO OXO OXXO(SHOWING EACH VERSION SIDELITE
37" 36 11/16" 36 11/16"
MAX.WIDTH MAX.WIDTH MAX.WIDTH
25"MAX. —713/4'MAX.WIDTH--+� 25' 333/1
UNITS MAX8°
DLO ALL X I DLO MAX.DLO
79118"
DLO / / PRODUCT REVISED
ALL whthe Floridaiiiggle
Non-No.
16-0629.16
♦♦ ♦♦ i Expiration Date 02/24/2020
\ \ / Mt /
♦ ♦ � Miam;,Dp roduet Gontro
X __XX. O(FULL JAMB) O(NARROW JAMB)
NOTES:
1.CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION.
2.FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11.
3.FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 6.
f070TEOHNOLOGYORNE EXAMPLE ELEVATIONS ,;;•
NOKOO. Ft.YD '•.
a a eax t� ALUM.FRENCH DOOR&SIDE LITES,IMPACT
NOKO.BQA.3P274 ® °"'*"'"'t ""`' m"'O"' �- A.LYNN MILLER,P.E.
o or 7a-E'-
FO7. NTS 4 e 12 8000-11 F FL P.E.#68705
F.K. L.T. 4AV05
I
VERTICAL SECTION A 1 VERTICAL SECTION B 1
NARROW AND FULL OUTSWING HEAD
JAMB SIDE LITE HEAD 4
r7ii
61 6 4 oR 7 23 6
5
ORIGINAL VERSION TOP RAIL 8 B
21 55
ALTERNATE VERSION TOP RAIL
C D C
MAX DLO MAX.DLO
EXTERIOR INTERIOR EXTERIOR INTERIOR
MAX. MAX.
HEIGHT HEIGHT
ORIGINAL VERSION BOTTOM RAIL
22 56 PRODUCT REVISED
as comp ng with the Florida
ALTERNATE VERSION BOTTOM RAIL Building ode
NOA-No. 1"629.16
2 mviration Palo 02/2412020
6 5 By
10 fm a ro ac Control
1
7
3
23 OR 2
VERTICAL SECTION C VERTICAL SECTION D
NARROW AND FULL . .... rj
_
JAMB SIDE LITE SILLft.dat
oea 1070TECHNOLDDYDRNE VERTICAL SECTIONS :I••
NDXDApA,FL SIDE �' i• •:.::
P.O. , ® ALUM.FRENCH DOOR&SIDE LI TES,IMPACT
wemmae ca. aw a"ao.s A.LYNN MILLER,P.E.
FJG c LT. Oft
4/8/05 FD760 1/2 S s 12 800041 F FL P.E.#58705
OXXO HORIZONTAL SECTION SHOWING(1)OF EACH SIDE LITE TYPE --
I I I
I I I i
53 52 � --—•�
26 20 105 20 SEENOTE 81 1 82 E a� I
6
6 %
5
29 NOTE:ASSEMBLY HARDWARE QTY(3),11"
80 FROM TOP&BOTTOM AND ONE AT MIDSPAN
DETAIL J 30 INTERIOR
20 5 46 SLAB AT
26 GLASS BED 1 83 27
DETAIL G STILES AT ASTRAGAL DETAIL F
FULL JAMB SIDE LITE
6 82 81 SEE NOTE 6 82 81 SEE NOTE
(AT HINGE JAMB) EXTERIOR
5 5 1
106 1 106 PRODUCT REVISED
20 20 as complying with the Florida
6 Building Code
80 Nolt-tlo. 16.0629.16
30 7 7 Expiration Date 0212412020
30 Byminnit-varroduct Lon ro
27 20
80 27
29 83 70 29 63 ` 70
1 DETAIL E DETAIL I ;;;,,•;.=-
DETAIL H DETAIL K JAMB, FULL JAMB JAMB, NARROW :N
NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE
(AT HINGE JAMB) (NOT SHOWN ABOVE)
ISj�•
wx Ipro rrclurolAoynaroe HORIZONTAL SECTION DETAILS
NOXOA414 FL 31YT5 n" •..':. '•t`•.�•
s, a AL UM.FRENCH DOOR&SIDE LITES,IMPACT
P.O 90x1520 e, a wm o,r,,b .e A.t:YNN,MILLER,P.E.
ay a=• m� NOKOMI4 R902T4 IT FD750 1;2 B d 12 8000-11 F FL P.E.#58705
FJG /W,i L.T. 4'eW
FD750 DQOR FD750 FULL JAMB SIDE 1HE
IIEM DWGflI DESCRIPTION PGO MW DWGAI DESCRIPTION PGC#
PILOXHITPARTS 1 8006 FRAME- BIL&IAMB 6mm
] SW6 FRAME-HEAD&HINCIEJAMB 66006 4 BOOS DRIP CAP 68008
2 6003A OUP-BWA109EI. 6A 6 B007 SCREZV COVFA 68007
3 MC OUTSRTNOSIILCOVPR 68004C 7 BD09 INSTALLPLATB 68M
q 500E DRIPCAP 6800E g FRAMEASSFMBLYSCREW#8X1"PHQUAD 78
5 HEAUSHL&JAMBWFATHFFSIRIP SCIUM U8337718500 20 9012 STILE 69012
6 8007 SCREWCOVtR 680D7 21 1 9014 TOP RAIL 69014
7 BOOR BISTAIJ.PIATH 1 68009 22 1 9013 11301TOMRAM, 680I3
S ---PRAMEASSENMYSCREW#BX1"PH UAD 8032 781P A 35 ----THREADED ROD 5116•IBX36° 6TRODA
9 SM ASIRAGALEQDSEAL 4 36 = PLANOWHIMNU NI&IS 7990NUTA
10 8058 OUr-SWINGSILL(LOWRM 48058 37 SM9 TRUSS CLAMP 6037RA
DOORPANFL 60 — #8X3(4°PHS DRIVETEKSCREW 7SX34PSTW
S WADS&L&JAMBWFA7IR+MIU CUML U83337T8500 61 BOAS SIDEId1EHPADTIUM 68M8
20 1 8012 ISTILE a012 -
2l BD14 TOP RA (THREADED RODDESI JAMB SIDE LITE
68014 62 HOAR 9IDSI S 68029
22 9013 a07T0M ED R0D DES 6801E FD750 NARROW JAMB SIDE
1 BOOS FRAME-IIFAD&SHL 68006
23 1 80t7 ITOPSWEEP 68017
24 1 8016 BOTFOMSWEEP 69016 4 800E DRIP CAP 6800E
29 --SWEEP SCRLWS94X W PHMPH 6 SOOI SCREW COVER 68M
26 BOAS ASTRAGA ACTIVE&INACr1W 60013 7 S009 INSTAILPIATE 66009
27 802M OWUMMJAMBSIDE 68021E 8 --FRAMEASSEMBLYSCREW#SXI'PIS UAD 781PQA
26 18020A GE&RHNM COVER 68020A 21 9014 TOPRAD. 68014
29 8018 GPARN04CF BACK-UP PLATE 69018 22 SM3 BOITOMRAB. 63013
30 E019A GENRIENMDOORSIDE 68019A 35 THREADED ROD 5/1&18 XW 6TRDDA
31 SC35 GEAR BARING 69035 36 •— FI.ANM)HEXNl1TNI6-18 79DWUFA
32 GPARH SETSCREW06.32s1/4' 37 8039 TRUSS CLAMP 60378M
33 MRHNX3LMTG SCRELV012.314"TRUSS HD, 60 --08X3/0PHS DRIVETHCSCREW 7EX34PSTW
34 CEAgBiNMMTQ SCREW#12%1 In'TRUSSED). 61 SM SIDELTIBREADTRIM t%ms
35 UMUDED RDD S/16.18 X If 6TRODA 70 9010 FRAMAJAMB 68010
36 F AN®ImeNUT5n6-18 7991INUTA ASSEMBLYKIT
31 .ITRUSSCIAMP 60378M SO 8O33H FRENCH DOORA63FMBLYBEAM 6B
33 8043 SIS GFARIATCHMECHANISM ASHIAND 81 —• #30.7AX2U2"PH9CREW
39 80I0 L.00KW.00K 4803D 62 — 910-24HEXNUT
40 LATCHASSYSCR9WS49X2"SSFIHLLTRHD 78X2TPAX 83 #32X11/r TRHDTEXSGTREw
43 8M7 S/SSHOOTBOLTROD SUIIIV 84 1 BOSS Igmirmorrigmu 69M
42 Boas STANDARDFLUSHBOLTS WI SS ROD WJLLIVAN
90 GLASS BEADS SILICONE PRODUCT REVISED
43 eD1l SHOOTBOLT GUIDE 48031 as eompllnng with the Florida
44 SFR70THOL7 GUIDE&STRII03 SCREW Ba2X316'SSPIDIL 78X38PFL7C — (TAZR405EAIANP,DOW LOIRNINGB99,983,9950R UNAIENt Bulldi oCod. 76.0629.16
e
91 -- 7/16,mmi1ATEDGLASS IG'ANX,090PVB3(I6'HS) NOA-N
45 903IR RTOU.STRH(EPIA7BATAM RAGAC ACTVEHNCiED W51103351 Expiration Date02/24/2020
46 E018L IPET-SIRH03PIATEATAS71tA(7ALACTVEHNGEDRI W5L3044SI 92' 7/IG'3AMIIVA7'ED C3.A59 /1G°IL9 090 PVB,3/16'HS)
47 S7RHCEPIATESCR6WS 9-32X 318'SS PHU1TRIH7 78X38PFPX 93 •— 7/3G"LAMINA77.D C3.A39 !16'ANN.075 VANChYA.3/16'HS DY
46 SIRllCBPIATEMIDDIES(REW 6.24X U2"FH 7612FP1X 94 7/16"LAMINATED GLAS3 16-HS.,075 VANCEVA 3/16'HS Miam- roue o 1 ro
95 7/8'LAMILT 116'T U4"SPA 7/16"ANN.,.090P 3/16'HS
49 SM STUKHPIA7EATFHAD&SHE. _
50 HEADS7RHOISCREWSSS8XWPI$LFH 7858ZAX 96 —718"IAMII•G 16'T 1/C'SPA 3/16"HS.,09O 3n6'
51 STRUMPLATESCREW6 WILLSS 8 X 112 PHDL UNDERCUT PH 7BX12PFHUX 97 —•7/8"LAMICT /16°T,U4"SPA 3/16"ANN.075 VANCEV 3136'
MI 52 $041 ACT EP —•VETRIMS ASALAND 98 — 718"LAMILG(3f)6'T L/4"SPA 3/16"HS 075VANCEV HS 3/16" ��
53 8042 PASSIVETRIMSEJ SHIAND 105 1 SM BACXBRAD 68022 ti' .,'•',.••`'
57 SM STAINLESS 917;f3.PASSIVGIDAC(H'AR SFlIAND 106 8026A SLBACKBEAD 68026A '(�^•'�''
55 8014A 70P RAH.amAGBOLT Dffi 68D34A l07 8023A 7/IC BEAD 680MA
56 B013A 60TTOMRAIL GHDLTD 680LTA 108 1 9OM4A 7/8"IOBEAD 69024A ""(,ri+i;•tt'
57 S(16':2VrLAOBOLTS 7516IBOLTX 109 1 1224 IVOMBUIBWSTP C 6TP247
+070 TECH
PARTS LIST <:
NDAro7Ala RS4z75 ^; ;> ;•
Faliox+6as ALUM.FRENCH DOOR SIDELITES,IMPACT
NOXCMIS,FL 54271 ® ftb 6 a"i0 m eo(a 1a° A.L1'NN MILLER,P.E.
FX. 1P12M LT. Fn7.% NA 7 d 12 8000-11 F FL P.E.#58705
� 1
1.278 1-•—
.062
7— 062 2.236 050 1.160
T 4.027
1.000
L 683 1 311
�3.636� T 1• ` 1.033 .050
3.836 �{ 1 .040
#8006 6063-T6 #8003A 6063-T6 #8004C 6063-T5 J- #8008 6063-T5 #8007 6063-T6
O FRAME, HEAD,JAMB O OUT-SWING SILL O OS SILL COVER ODRIP CAP O6 SCREW COVER
AND SIDELITE SILL
—►� 1. 7 1.074
�►-3.018� .062 7 2.000 d9 �1.940-1
1'376 1 r
.5E3
O50 T1 3.636-- 1
I— 3.990 - ,050
#80 S-T6 5
O INSTALL PLATE 10 OUT-SWING LOW SILL 9STILE 23 TOP SWEEP
075 T 050
1.936 .100 7.93E
1.4(i7
.797 �{
j� 8.250 - I Fr'- 4A34 -Fr-2
2.2
014
22 BOTTOM R #B TS
AIL 21. TOP RAIL 24 BOTTOM SWEEP
PRODUCT REVISED
as compbmg with the Florida
T NOA-n9 Eod®
T
075 woa-No. 16-0629.16
076 Expiration Date02/24/2020
1.93E .100 1,93E ey
1 I �7 1.170 ry0am a roue on
- 8.250 I I 4.434 r{ �-2.1544-��
8015
56 BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG BOLT DESIGN 26 # 6 ASTRAGAL 1 f: ',; -•.,
• VmTEONNOLOGymw EXTRUSION PROFILES
NOKONA FL 34VS TMb' '.'•..'. ' :.:.
Rimar a ALUM.FRENCH DOOR&SIDE LITES,IMPACT '• ;; •.:
P.O.Bux law a.,Kgr,, amw• cn..e A.LYNN MILLER,P.E.
NOKOMA FL 34274 a
FJC 13/04 O'T° Fp753 1/2 8 m 92 800D-11 F FL P.E.#58705
142
742 _1. .075
—2.260——•I .075 3j 1
072 � 63—�,
27 #8021 B 6063-T6 28 #8020A 6063-T6 29 #8018 6063-T5 30 #8019A 6063-T6
GEAR HINGE,JAMB GEAR HINGE,COVER HINGE, BACK-UP GEAR HINGE,DOOR 125 3.251
.o6z
1 �3.775--y 1 T I�1.812--►{
i 060 332L6 1.0T00 I I_
.438 _ .100 1.000 1.535
2.6z2--►I .125 .050 --3.636� _L 80 #803313 6105-T5
61 #8028 6063-T5 84 #8056 6063-T4 70 #8010 6063-T6 37 #8039 6063-T6 O FD ASS'Y BEAM
SL HEAD TRIM SUBSILL,OPTIONAL
NARROW SL JAMB TRUSS CLAMP
045� T 1.169
r i
040
442 .965 .7550 /j�J�_.046 .17�
985 L .045 .81 a r— .957
.050
6063
#8022 BACKBEEA5 106 SL BACKBEA 10 #87 16A BEAD 108#80.G BEAD T5 62 S80 JAMB TRIM
ALUMINUM
SILICONE HOT-MELT BUTYL *REI,NFOREMENT POLYISO- DESICCANT FILL AREA
STRUCTURAL BUTYLENE 5/16'NOM.
SILICONE SEAL
STRUCTURAL 3/16"NOM.
POLYISOBUTYLEN 1/4"NOM. FOAM BUT SILICONESEAL
WITH DESICCANT WITH DESICROLL-FORMED
DESICCANT FSTAINLESS STEEL
EXT.GLASS EXT.GLASS EXT.GLAS PRODUCT REVISED
as complying with the Florida
EXT.GLASS Buliding Code
NOA-to. 16-0629.16
Expiration Date 02/24/2020
INT.GLASS INT.GLASSSS INT.GLASS By
KODISPACE lnt SUPER 102 DURASEAL® XL EDGE'"' Mloal.de Product control
4SG TPS SPACERO NXT'u SPACER SPACER
Part# Description Material
100 Kommeding 4SG TPS Spacer System
101 lQuenex Super Spacer nXTwith Hot Melt Butyl See this
Sheet for
102 lQuanex Duraseal Spacer Materials _
103 lCardinal M.Edge Spacer
REFERENCE TEST REPORTS:FTL-6717,89888 5970
l ail,•. v _/iO ',.,''.
.Is 05=8 F ADDED&PAGEM EXTRUSION PROFILES r„�,•,. ;..':
10707EC1P40L0GYDRNE :.,.•,''i'. ..
NOKOMIA FL Mus ret •- :�:
j9WE. ALUM.FRENCH DOOR&SIDE LITES,IMPACT =
P.48OX ID?B sw�«ac e� m+.e —ft m ti. A.LYNN MILLER,P.E.
NDxDMIS FL su74 lj�T.
FD7. �� 9 1P B000-1! F FL P.E.#58705
F.I�G � LT. 4/fGDS
I6"I I6" �6• 6" �6" 3" �8
11" 11' 3"MIN. HEAD&SILL 11" 3"MIN. HEAD&SILL 11
D D TYR ANCHOR D TYP. ANCHOR D
CLUSTER CLUSTER
10.571' (TYPICAL) (TYPICAL) 10.671"
MAX. MAX.
O.C. O.C,
JAMB JAMB D. JAMB JAMB j
ANCHORS 18.5001, ANCHORS ANCHORS 18.600" ANCHORS —1
HT. OTY. MAX. HT. QTY. HT. QTY, MAX. HT. QTY.
95 314"-(5) O•C• 95 3/4'-(8) 95 3/4"-(5) O.C. 95 3l4"-(8) D
91 314"-(5) 91 3/4"-(8) D 91 3/4"-(5) (2)EQ. (3)EQ. 91 3/4"-(8)
87 3/4'-(5) D 87 3/4"-(S) 87 3/4"-(5) D SP.TYP. SP.TYP. 87 3/4"-(8)
83 3/4"-(5) 83 314"-(7) 83 3/4"-(5) 83 3/4"-(7)
79 3/4"-(5) 17" 79 3/4"-(7) 11 79 314"-(5) —171° 79 3/4"-(7) 11'
DETAIL A(CONCRETE) DETAIL B(WOOD DETAIL C(CONCRETE) ISEE NOTE 5ABI f c-DETAIL D(WOOD)+)
SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) REGARDING J (2-OR MORE PANELS)
( APENPI CIRCLED ANCHOR TYPES:
ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: of ENCIRCLED
1 OR 2 2 OR 3 1 OR 2 ANCHOR 2 OR 3
LOCATIONS
ANCHORAGE SPACING REQUIREMENTS:
1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS CAND D
ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL
INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS.
2.ANCHOR TYPES:1-1/4"ELCO ULTRACON 21114"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREW(G5)
CONCRETE SUBSTRATE USE TYPE 1 AT 1 318"MIN.EMBEDMENT OR TYPE 2 AT 1 3/4"EMBEDMENT. 1 3/4"MIN.EDGE DISTANCE FOR BOTH.
WOOD SUSTRATE-USE TYPE 2 OR TYPE 3 AT 1 3/8"MIN.EMBEDMENT.
3.SINGLE PANEL CONFIGURATIONS:(DETAIL A.CONCRETE SUBSTRATE. DETAIL B,WOOD SUBSTRATE)
PRODUCT REVISED
HEAD AND SILL......6"MAX•FROM FRAME CORNERS. as comp)ying with the Florida
BuildingcomCode
JAMBS.....................I1'MAX.FROM FRAME CORNERS,18,600"MAX.O.C.CONCRETE SUBSTRATE(DETAIL A)AND 10.571"MAX.O.C.WOOD SUBSTRATE(DETAIL B). NOA-No. 16-0629.16
4.TWO OR MORE PANEL CONFIGURATIONS:(DETAIL C,CONCRETE SUBSTRATE) Expiration Date 02/24/2020
ay
HEAD AND BILL.....6"MAX FROM FRAME CORNERS,AND AT 3"AND 6"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 4). Miami pro uet Contra
JAMBS....11"MAX.FROM FRAME CORNERS AND 18.500"MAX.O.C.
5.TWO-OR MORE PANEL CONFIGURATIONS:(DETAIL D,WOOD SUBSTRATE)
HEAD AND SILL......6"MAX.FROM FRAME CORNERS,AND AT 3',6",W AND 12°MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 8).
PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS,REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4".
JAMBS.....................I l"MAX FROM FRAME CORNERS AND 10.571"MAX O.C. r-,::(;.•
rom rectirtotoaroRn� ANCHORAGE SPACING
Noxoxvs,Fzsozis m.
ALUM,FRENCH DOOR&SIDE LITES,IMPACT
Po.k%Ftss a�swn ,,�, R„ A.LYNN MILLER,P.E.
JC
NOXOMI$FL 312T4
°F0 Torso 1/4 10 d 12 8000 11 F FL P.E.i/58705
i
CONCRETE ANCHOR
WOOD ANCHOR, 114"MAX. WOOD ANCHOR,
CONCRETE ANCHOR SEE NOTE I
(NOTE 1) 1/4'MAX OPTIONAL SEE NOTE 2 GROUT SEE NOTE 2 OPTIONAL
1/4"MAX GROUT, 84 IW MAX SEE 84
GROUT, SE NOTE5
SEE NOTE GROUT U
NOTE -SEE -I
NOT!!_j
EMBED
EMBED.
ff/v _�>
SEE SEE 1
NOTE 1 CO
MIN.cs' NOTE 2xWOOD,SEE MIN. 2x W000,SEE
NOTE 3
f NOTE
TYPICAL SIDE LITE SILL T OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL
(DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUSSILL TO WOOD)
aEXTERIOR INTERIOR
(ALL HEAD&SILL SECTIONS)
EMBED.
-A: 114- C ON CRETE SEE
si "EMBED NOTE
MAX
2X WOOD 1318*MIN.
`�i SEE NOTE SHIM
SEE NOTE 3
CONCRETE` '
Ix WOOD
NOTE 3
lf4J
MAX 114'MAX.
SHIM SHIM
fT
CONCRETE ANCHOR,SEE NOTE I CONCRETE ANCHOR SEE NOTE 1 WOOD ANCHOR SEE NOTE 2 PRODUCT REVISED
111.11di. F
cc-plgln with tho Florida
.
TYPICAL DOOR&SIDE LITE HEAD NOA--No. 16-0629.16
NOTES: Expiration Date 02/24/2020
1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY M)AMI-DADE COUNTY APPROVED ELCO 114"ULTRACONS OR 1/4"SS4 CRETE-FLEX. MIN.DISTANCE BY
FROM ANCHOR TO CONCRETE EDGE IS 13/4'. MIN.EMBEDMENT:1/4"ULTRACON-1 318",1114•'884 CRETE-FLEX-1 314".
Z FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G5)OR ELCO 114"SS4 CRETE-FLEX-1 318"MIN.EMBEDMENT FOR EITHER.
3.WOOD BUCKS DEPICTED AS Ix ARE LESS THAN I 112"THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS
DEPICTED AS 2x ARE I 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION(AHJ).
4.FOR ATTACHMENT TO ALUM:THE MAIL SHALL BE A MIN.STRENGTH OF 6063-T5 AND A MIN.OF 1181 THICK. THE ALUM.STRUCTURAL MEMBER SHALL BE OF A SIZE TO
PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SMS
WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET,THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN
ON SHEET 10 MAY BE USED.
6. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 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.
r. D.: 1070 MCHMMOOYDRAIE ANCHORAGE DETAILS
NOWAV3,FL 34275
15ZB P.O.BOX fSZBALUM-FRENCH DOOR&SIDE LITES,IMPACT
;112M*L,..' n%WS NOKOW4 FL SON A.Lyl�m MILLER,P.E.
77Z 1714 1�11 - 12 ja"�� FL P.E.#68705
EXTERIOR INTERIOR
CONCRETE OPTIONAL OPTIONAL
(ALL SILL SECTIONS)
ANCHOR,
SEE NOTE 1, 84 S4
CONCRETE SHEET 11 WOOD ANCHOR WOOD ANCHOR,
ANCHOR 1/4"MAX. SEE NOTE 2, SEE NOTE 1,SHEET 11
SEE NOTE 1, 2rn GROUT, n SHEET 11 2 as
114'MAX. SHEET 11 10 SEE NOTE �0 7/4"MAX 10 1/4°MAX. 10
GROUT, GROUT GROUT,
SEE NOTE 5, 5,SHEET 11 _ SEE SEE NOTE
SHEET 11 I NOTE 5 5,SHEET 11
�— SHEET 11
is<< - ':raak�;." _:.r.:.5:-4;:•^ � - �_''' +. _ :t.,
EMBED. •-��� i:(''_ T ;:"f;`•:'i-.•_: EMBED. �WS
�CSI MIN ;.` I i.•.3.4 KSI MIN.'':" 18WOOD,— 13J 2xWOOD,—
SEE NOTE 1, SEE NOTE 1, — _NCRETE.... :„ CONCRETEi'' SHEET11MIN. NOTE 3,= MIN. SEE NOTE 3,=SHEET11 f: y 3 '' EET 11,=
•.+..< SHEET 11_
-TYPICAL DOORSILL OPTIONAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL
(DIRECT TO-CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD)
EMBED. EMBED.
4 ® SEE SEE CONCRETE CONCRETE
NOTE1, NOTE 1, ANCHOR, ANCHOR
SHEET 11� HEET 11� SEE NOTE 1, 1 3/8',I SEE NOTE 2,
INTERIOR ,. ;.,•;.+.., SHEETII MIN. I SHEETII
(ALL JAMB SECTIONS) CONCRETE
EXTERIOR ANCHOR
SEE NOTE 1,
SHEETII 3,4 KSI MIN. 4 '
I L, CONCRETE
I t.^''•,: O U
'•� •,: .. OR 1.5 KSI '•:�":'7.•.;, PRODUCT REVISED
as comp In with the Florida
3.4 KSI MIN. ; , IN.CMU":7.;;'t; :. ry
CONCRETE • :•+ 2x WOOD, Building Lodge
SEE NOTE'3, NOA-No. 16-0629.16
1 x WOOD, SHEETII Expiration Date 02/24/2020
,f." "`S SEE NOTE 3,
SHEET11 ..,:u:_.; r I I J1 8y '
1/4'MAX,SHIM-�^i 1/4'MAX.SHIM 1/4'MAX.SHIM•--�•1 I - wuarn- o Flmouct ontro
TYPICAL DOOR&SIDE LITE JAMB
to7o rNOLOcvowve ANCHORAGE DETAILS ..,.
NDxOM13,FL XV5 Tag •','.,.��••'_,•,;:'�.`! .
aaeoxtem ALUM,FRENCH DOOR&SIDELITES IMPACT A.LYf�N'MILLER,P.E.
No�nus R 3127� FD7b0 1/4 12 d 12 8000-11 F FL P.E.#58705
FK 7723/04 LT.
i