HomeMy WebLinkAboutNotice of Acceptance (2) MIAMI-DARE MIAMI DADE COUNTY,FLORIDA
• law lail 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
ro NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/eeonomy
PGT Industries,Inc.
1070 Technology Drive,
Nokomis,Fl.34275 ;q�p
SCOPE: 3_17-to 17
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-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 05105116, 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 IMPACT 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 fled 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.
NOA No. 16-0629.16
M{AMFDADE COUNTY ,
Expiration Date: Februa 24,2020
Appr a . ,J
FILE
Y
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I
1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBIVHTTED
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 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 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)
I
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 16-0629.16 j
Expiration Date: February 24,2020
Approval Date: July 28,2016
E-1
I
i
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(coNTnvUED)
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.FTL--4527,dated 02/10/05, signed and sealed by Edmundo J. Largaespada,P. E.
(Submitted under previous NOA No. 05-0419.03)
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, 5t° Edition, prepared by manufacturer, dated 10/11/11, signed and
sealed by A. Lynn Miller,P.E.
(Submitted under previous NOA No. 141117.05)
2. Glazing complies with ASTM E1300-04/09
Jo be M.Plasencia,P.E.
roduct 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 HP 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 51h 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. 14-111 Z 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 FTLA921, dated 07/17/06,
FTL-4527, dated 02/10/05, FTL--4528, dated 02/14/05, FT"315, dated 09/13/04,
FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04
and FTL-4312, 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.
P oduct Control Unit Supervisor
NOA No. 16-0629.16
Ex-piration Date: February 24,2020
Approval Date: July 28,2016
E-3 i
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1
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.
Pr n'd Control Unit Supervisor
NOA No.16-0629.16
Expiration Date: February 24,2020
Approval Date: July 28,2016
E-4
r
NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S)
1.GLAZING OPTIONS:
A.7H6'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 SAFLEX/KEEPSAFE MAXIMUM.
C.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"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)7/18"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,114-AIR SPACE AND(1)7/16"LAMI GLASS ASSEMBLY INSIDE(3/16"HS,.090 PVB,3/16"HS), GENERAL NOTES............ 1
CONFIGURATIONS...........1
G.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 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 WATERTEST PRESSURE AND GLASS TABLES ASTM E1300-02.
3.CONFIGURATIONS:N O,XX,XO OX,XXX 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
O 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-4318,FTL-4527,FTL-4528,FTL-4529,FTL-4530,FTL-4921 AND FTL5941. PRODUCT REVISED
ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION e eomp ol Ing with the Florida
N
ADM-2005 ALUMINUM DESIGN MANUAL OA-N o. One
OA- 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 Date02124/2020
HURRICANE ZONE(HVHZ). By —
Mlam-0ad roduct Control
STANDARDS USED: `a�:�',.'�\GENES ''•F'A �'
62014 FLORIDA BUILDING CODE"C),5TH EDITION
•ASTM E1300-09 7r: ND.58705
•ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION
Yam"
.ALUMINUM DESIGN MANUAL,ADM-2010
•AISI-S100-071S2-2910 = �'. �16 : Lu
OF
•
or :• i
JR O u"v F DEDSPACERSTOSHEErB. ��^ •• r'LOR10P••'YC���
�• 1070TEC M;Fl. 4275 GENERAL NOTES AND DRAWING MAP •..,,,,... �A`
NOKOMlS,FL 99275
RL.
ALUM.FRENCH DOOR&SIDE LITES,IMPACTP.O.BOX f6m �a , •„�,,,h x. A.LYNN�II.��R,P.E.
NOKOMI9,FL S4PT4 ° FD750FUL1128000-11FFL P.E.#58705
AK ivza oa4 5
i
7/16"NOM. 7/16"NOM.
3/16"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
090"DUPONT BUTACITE OR SAFLEX/KEEPSAFE .075"VANCEVA INTERLAYER
MAXIMUM PVB INTERLAYER
3/16"HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS
91 OR 92 93 OR 94
ON 90 109 90
107 107
105 618"GLASS < 105 6/6'GLASS
BITE BITE
t
14
EXTERIOR INTERIOR EXTERIOR INTERIOR
GLAZING DETAIL_ SETTING BLOCK GLAZING DETAIL SETTING BLOCK
7/16"LAMI GLASS W/PVB INTERLAYER 7/16"LAMI GLASS W/VANCEVA INTERLAYER
7/8"NOM. 7/8'NOM.
3/16"TEMPERED GLASS 3/16'TEMPERED GLASS
AIRSPACE AIR SPACE
3/16"ANNEALED OR HEAT 3/16"ANNEALED OR HEAT
STRENGTHENED GLASS STRENGTHENED GLASS
090"DUPONT BUTACITE OR SAFLEX/ .075 VANCEVA INTERLAYER
KEEPSAFE MAXIMUM PVB INTERLAYER
3116"HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS
95 OR 96 97 OR 98
109 109 PRODUCT REVISED
108 90 108 90 Buildi g=10wlth the Florida
NOA-No. 16-0629.16
Expiration Date 02/24/2020
105 5/8"GLASS < 105 5/8"GLASS By
loll BITE BITE Mleffif-.4tift Product GonUU
EXTERIOR INTERIOR EXTERIOR INTERIOR
i• y::
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 6 I6
ax
Q,c to�orEcrwaocvvwve GLAZING DETAILS
NOKOMIS,FL SIZ76 T°` `:
am ALUM.FRENCH DOOR&SIDE LITES,IMPACT
Ao.BSiKt379 �„ a.k a�>m ra" A.LYNN MILLER,P.E.
1 0as NOKCMI3,FLSIZ7C FUL 2 m 12 8000.11 F FLP.E.t/58705
FA 77/23/04 LT I/8NS
Table 1.Maximum Design Pressures(pso OVERHANG �-
LENGTH
Allowed Helght(in) OVERHANG W
Configuration Width(in) Glass HEIGHT o
Types 79 3/4"(68) 83 314"(70) 87 314" 91 3/4" 95 3/4"(80) o
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 #0 +
00.0 -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 +70.00.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 (PART 10,SHEET 8 OF 12).THE
XX 71 3/4"(6�) OVERHANG LENGTH MUST BE GREATER
C,G +100.000.0 -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
A,E +70.0 -80.0 +7D.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80. MAXIMUM POSITIVE(+)DESIGN
0 I
FUII PRESSURE S 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 +100.0 400.0 +100.0. -100.0 +100.0 -100.0 AND ANY ADJOINING SIDELTTES.(REF.
3011/16" C,G +100,0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 FTL-5941)
Sidelita 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0. -100.0 +97.4 -97.4
Narrow
Jamb A,B,E, F +70.0 -8D.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,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0
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[(3/16"HS,.090 PVB,3/16"HS) UPGRADE FTL-4311,4312,4315 PRODUCT REVISED
C-7/16"LAMI(3116A„075 VANCEVA,3/16"HS) FTI-4527,4528,4529,4530 as eomplyIng with the Ronde
D-7/16"LAMI /16"HS,.075 VANCEVA,3/16"HS UPGRADE FTL-4527,4528,4529, NOA-No.4530 nailing Ceda
(3 ) 16-0629.7 B
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 E piration Date02124/2020
F-718"LAM[I.G.(3/167,1/4"AIR SPACE,3/16"HS,.090 PVB,3/16"HS) UPGRADE FTL-4311,4312,4315
G-7/8"LAMI I.G. 3/16'T,1/4"AIR SPACE,3/16"A,.075 VANCEVA,3/16"HS FTI-4527,4528,4529,4530 ay
( ) Miam- raduct 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
r 1070 r>xa ooro DESIGN PRESSURES
NOHO=F 0 276 '-
oax ALUM.FRENCH DOOR&SIDE LITES,IMPACT
JR ot�fu O NO.O.BQX 1W 274 ® �"'" s ' aw: A.LYNN MILLER,P.E.
°i'"�`°""• Q1di°g 0-- FD760 NT$ 3 d 12 8000-11 F FL P.E.#58705
F.K 12/23/04 L.T. 4/&OS
�--73 13116'MAX.WIDTH 10 5/8"MAX.WIDTH 145 3/8"MAX.WIDTH
MAX
HEIGHT
AL
ALL .
LAI L�jlJEAE7��
OX OR XO OXO OXXO(SHOWING EACH VERSION SIDELITE
37" 36 11/16" 36 11/16"
MAX.WIDTH MAX.WIDTH MAX.WIDTH
25"MAX. {+---71 3/4"MAX.WIDTH 25" 33 3/16.
DLO ALL X I MAX.DLO MAX.DLO
UNITS
791/8"
DLO PRODUCT REVISED
ALL / / / Bulldl ®cl gewith the Florida
MAX
NOA-No. od 16-0629.16
Expiration Data02/24/2020
\ ey
i Mlam Product Control
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 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6.
xareaay. 0.x xernein
1070TEd1NDLO0YDRIVE EXAMPLEELEVATIONS .•
NOKOMIS.FL 34M nm :•
Paeoxlsm ALUM,FRENCH DOOR$SIDE LITES,IMPACT
N P.a BgFL3fP7I Y�IT- — A.LYNN MILLER,P.E.
-T W 716=' a�ae a NTS 4 d 12 8000 11 F FL P.E.#68F.K. 3/D4 L.T. 4/N05
• A
VERTICAL SECTION A 1 VERTICAL SECTION B 1
NARROW AND FULL OUTSWING HEAD
JAMB SIDE LITE HEAD 4
61 6 4 oR 7 23 6
5
ORIGINAL VERSION TOP RAIL B B
21 55 ,
ALTERNATE VERSION TOP RAIL
C O C
MAX,DLO MAX.DLO
TAM
EXTERIOR INTERIOR EXTERIOR INTERIOR
MAX. MAX.
HEIGHT HEIGHT
ORIGINAL VERSION BOTTOM RAIL
22 56 PRODUCT REVISED
an comply�ng with the Florida
NOA-No Co
ALTERNATE VERSION BOTTOM RAIL de
OA-No. 18.0829.16
2 Expiration Data02/2412020
6 5 BY
1 O a NBam rod uc Control
1
k24
23 OR
VERTICAL SECTION C VERTICAL SECTION D
D
NARROW AND FULL OUTSWING SILL
JAMB SIDE LITE SILL
rom rccxvo�oovuwve VERTICAL SECTIONS :;•'i•
NOKOMfB,R 9I96 A 'i, •' .
NOKOM FL + ® o-,ALUM.FRENCH DOOR&SIDE LITES,IMPACT
.a� o.m wa orpAr w. A.LYNN•MILLER,P.E.
FK 12 4 LT. 4/8I05 Fo760 1/2 b 12 8000.11 F FL P.E.t't 58705
OXXO HORIZONTAL SECTION SHOWING(1)OF EACH SIDE LITE TYPE
I
53 52
26 20 105 20 SEE NOTE 81 070
6
6 %
5
29 NOTE:ASSEMBLY HARDWARE OTY(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 EXTERIOR
6 82 81 SEENOTE 6 82 81 SEE NOTE (AT HINGE JAMB)
5 5 1
106 PRODUCT REVISED
20 106 20 1 as oomplylag with tho Plorldo
Du no
80 6 NOA-No.�d®16.0629.16
7 7 Expiration Date 02/24/2020
30 30 By
Miarn" ro ue on
27 20
80 27
29 83 70 29 83 ` 70
r.:
1 DETAIL E DETAIL I :;' ;,,;,.,=•.;:,,;'::,
DETAIL H DETAIL K JAMB, FULL JAMB JAMB, NARROW -
NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE li
(AT HINGE JAMB) (NOT SHOWN ABOVE)
1070 rEcHma o orDAive HORIZONTAL SECTION DETAILS
7 a ALUM.FRENCH DOOR&SIDE LITES,IMPACT
P.o.ggna ,,,,o„x, re< A.•f:YNN;MILLER,P.E.
a� a� NOKOMWFLsos74 ® FD750 1�2 B a 12 8000-11 F FL P.E.#58705
RK 1223N4 L.T. 4evs
FD750 DOO FD750 FULL JAMB SIDE LITE
REM DWpII DESCRH'MN PGIP DIM DWGM DFSCRD'TLON PGDY
PROMEQ'CPARTS 1 8006 M&ME-READ,SILLS:JAMB 6mm
1 1 8006 FRAME-MD&HBrTA°IAMB 68006 4 M DRIPCAP 68008
2 1903A 01JfSWNGSILL aOG3A 6 8007 SCREW COVER 680M
3 1 MC OUTSW)NGSIILCOVIII 68004C 7 8009 INSTAILPLATE 68009
9 1 8008 IDRIPCAP 69008 8 -FRAMEASSEMUYSCREW48X1"PH UAD 78]PQA
5 ---4mDsnL&jAmSwEAnmww(saumu U8733TIWW 20 8012 STRE 68012
6 8007 SCREW COVER 6W0'7 21 9014 TOP RAIL 69014
7 8009 INSfAUPLITE 6mw 22 9013 1130MMIZAll. 69013
8 --FRAMEASSETMBLYSQMV 48 X 1-PH QUAD 781Y 35 7MMkDIDR0DA'16•l8X36' 617RODA
9 $032 ASTRAQALENDSPAL 48m2 36 --FL•ANGEEIDLNUJ5116.18 799mmA
10 905B OUCSWPIGSIIL W 4809 37 SW9 TRUSS CLAMP 60379M
D0011PANIL 60 48X3/4°PH8 DRIVETEKSCREW 78X3QSTW
5 HFAD SILL&JAMBWFA711fR4 M SCIQ.EQA U93337TM 61 8028 SIDELTIEHEA13TRIM 68028
20 8012 IQUE 68012
r22
B014 70PRA DEDRODDR4I 68014 62 SOAR SOWJAMBSI lAi 6fl029
9013 BOTTOM EDRODDFs 69013 FD750 NARROW JAMB SIDE LTTE
8017 TT)PSWIEP 68017 1 SODS FRAME-HEAD&SILL 68006
8016 BOTTOM SWEPP 68016 4 80m DRIP CAP68008SWEEP SIREW544Xln"PHRPH6 80m SCREW CAVIIR 6800/9015 ASTRAQA ACL'IVE&INACTIVE 69015 7 8009 INSTAILPIATE660098021B JAMBSIDE 68021D 8 -- w FRAMBASSEMBLYSCREW 48XVPH UAD 781 A
8020A 63°AR COVER 6602OA 21 9014 TOP RAIL 68014
29 1 8018 CBAAR BACK-UPPIATE 68018 22 9013 BOTTOMRAIL 68013
30 I SUM IWAREMMDOORSME 68019A 35 1 THREADED ROD 5/1&18X30 6TRODA
31 1 8035 IG1EkRMNCF,19Ek7JNG 68m5 36 FLANCOMMNUTM16.18 79XNUTA
32 MAR sn-scp BW#&32.1/4- 37 8039 TRUSS CLAMP 00378M
33 tTiAR M7Y3 SCREW 412x3/4"TRUSS HD. . ---48X3/4•I'H6 DAIVE7IICSCREW 78X34PSTW
34 mm SCREW 812x1 In'TRUSS HD. 61 BOAS SmEumi HADnum am
35 —•THREADEDROD51I6.18X36' GMDA 70 8010 IFRAMRJAMB 68010
36 FLANmmwNUI.5/16-IB 799UNWA ASSEMBLYF:IT
37 B039 ITRUSSCLAMP 603TBM 80 8033B FRENCH DOORASSEMBL.YBPAM 66033E
38 1 B043 ISIS CFAR1ATMMEQ1AN15M ASMAND 8l — 410.7AX2U2^PII9LREW
39 8m0 LDCKBL= 48030 82 _ 430.211HXNUf
40 LATCHASSYSCREWS4BX2"SS PBULTRIID 78XZIPAX B3 41zX1I/2"7AF1D7IICSCREW
41 1 Sm7 SISSHOOTBOITROD S01I1V 84 8056 SUHSIIL(OPRONAL 68056
42 1 995 STANDARDFUSHBOL-MW/SSRODSUIIJVA GLASS BEADS 6tSHICONE PRODUCT REVISED
8m1 SEIDOTHOI.T GUIDE 4tlU31 as complying with the Florida
43
44 SFPJ07'BOUGUIDfl&S7RIILESLRBI'J 8�2x316•SS PfLQ.L1R 9PITX 90 — GLAzwosmLANL;Dow CORNIN0899,9839950R ❑LVAum Building Code
91 •--7/16"LAMINATED(RA68 CNI61ANN,A90P913 VIG'HS) NOA-No. 16.0629.16
45 8008A RTGFTf.STROMPIA7EATASIRAOAL AMTVEHNG®LEM W5110-43S3 Expiration Date02/24/2020
46 8m8L LEFT-nRUMPIATEATASTRAQAL(AC73VEF@1M)RI WSIIO-0/31 92 • 7/I6"IAMINA7MED ASB /I6°HS 090PVB,3/16'NS)
47 S7RUMPfATESCR6WS8�2X3/8'SSMILLTRELD 7®(38PF17C 93 7/1C IAMINA7FD GJGEA59 16°ANN 075 VANCbvA,3/16-HS) I.Y.
48 S7RIKEPLATEMIDDIE SCREW&74X IW EH 7612FM 94 7/I6•TAMINA713J(RASE 16'M.,075 VANCEVA 3116"HS Mia rot uc o 1 ro
49 8Q16 57RILCBPIA7EATHFAD&SQL 95 7/8"IAMIIQ 116"T 1/4"SPA 3/16"ANN.,090P 3/16'HS 1
50 ===HPADSTRUMSCREWSSSSX112PIULFII 7BSBZAX 96 —7/8"IAMILQ 16"T 1/4"SPA 3/16"HS-1190 3/16'
51 STRIKEPLATESCREWS SIILSSBXUZPHaLUNDEWMFH 78X12PFHUX 97 —•7/81LAMILG 16'TV4"SPA 3/16"ANN.,.075 VANCEV 3/IB'HS
98 ---7I8"lAdH1Q 16"T 1!4"SPA 3/16"H6 075 VANCEV 3/16^I15
52 8041 ACTIVH7RBM Siff S[EAND
53 6042 PASSIVEIRQ,T SEI SHIANO 103 8023 BACKBPAD 68O7Z �' ^•'i,•''i
54 9614 STAINLESS SIEH.PASSIVflIDLK(R'AR SHLAND 106 8026A SLBAQ®FAD 68026A ::,n`•'''::..
55 SD14A TOPRAIL OBOLTDLSI 68014A 107 8023A 7/1G-DEAD 680MA
56 B013A SOTTOMRAIL GI]OITDIm 68013A 108 8WAA 7/811IGEEAD 69024A
57 .Vie.21/2"LAGBOLTS I 75161E13LTX 109 1224 VINYL BU1BW87P CK B1P247 - �.�'�
1070 TECHNOLo...... PARTS LIST :�.�..�
NOXOASIS,FL 8477
5 1°'' •'-I,,. ,
ALUM.FRENCH DOOR&SIDE LITES,IMPACT
P.O.eox log
�m 1� NOILDMIS,Ft 34274 ® FD7507 m.eo �' A.LYPIN MILLER,P.E.
F.K 17123/M LT. 4/8A76 °�12 8000 11 F FL RES 58705 i
-►I 1.278 F--
.082 14 062 .050
2.236 4,027 � 1.160
83
1A00
L 5T� --►{ 1.353 1,033 .050 �1
---3.838 —3.636
� � .D40
#8006 O 6063,. #8003A 6063-T6 #8004C 6063-T5 #8008 6063-T5 #8007 6063-T6 AND SIDEL E J ILLB O OUT-SWING SILL O OS SILL COVER OO DRIP CAP O6 SCREW COVER
--►1 1.27 I
06 2.000 I �+ -1.940-►{
IB L _1
.583
.060 Ti 3.636 1 I _ OSD
I- 3.990
O #80 3-T6 INSTALL PLATE 10 OUT-SWING LOW SILL 20 STILE 23 TOP SWEEP
075 050
1.938 .100 1.938
1 �1.46
'
.797
j-+ 8.250 - 1'- 4A34 =j T(�l.240
22 #8013 6063-T6 O #8014 6063-T5 O #8016 6063-T5
BOTTOM RAIL 21. TOP RAIL 24 BOTTOM SWEEP
PRODUCT REVISED
as compl��n with the Florida
BuildT NOA- o Code
T 075 NOp-No. 16-0629.76
076 Explratlon Date 02124/2020
1.46
1.938 .100 1,936 py
7 170 lypam a ro uet on
1 r 8.250 I— .4.434 �2.544�
56 i # 6
BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL,LAG BOLT DESIGN 26 ASTRAGAL
o, a
ammm,r tmorEcnNOcoorOwve EXTRUSION PROFILES
NONOMI$Fi 347/6 na •,•... :'. .,
er. a K ALUM.FRENCH DOOR&SIDE LITES,IMPACT ;;;':<•.;'
PO.eOxtsl9 s. mt , , e„ ...v_ x� A.LYNN MILLER,P.E.
r• cam m� NOKOMI5,FL34274 ® FD7w 1/2 8 m 12 8000-11 F FL P.E.#58705
FJC 17l23/04 L.7. 4/8N5
142
--�{.742� 1 � r,075
�260�t .075 .353 -T •
27 #8021B 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
.os2 •
t �3,775 � T I�1.812—+�
i�E.i
60 � 1.Of 00.438 �.050 I .100 122 .125 `+--3.636� #8033B 6105-T5
61 #8 HEAD TRIM 84 SU#8056BSILL,OPTIONAL 7D #8010 6063-T6 37 #8039 6063-T6 80 FD ASS'Y BEAM
SL NARROW SL JAMB TRUSS CLAMP
045� T 1.189 11
r
. 4+ .04
750 �.045 3
r -2.313--j
f
818
.050
#8022 BACKBEADS 106 SL B CKBEAD 10 #87 16A BEAD 108#80 G BEAD T5 fi2 SL JAMB TRIM
ALUMINUM
SILICONE HOT-MELT BUM REINFORCEMENT POLYISO- DESICCANT FILL AREA
STRUCTURAL BUTYLENE 6/i6'NOM.
SILICONE ",a,NOM. SEAL
STRUCTURAL 1/4'NOM. FOAM 3/18'NOM, SILICONE SEAL
POLYISOBUTYLEN WITH BUTYLB ROLL-FORMED
WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL
EXT.GLASS EXT.GLASS EXT.GLASS PRODUCT REVISED
as complying with the Florida
EXT.GLASS Building Code
NOA-No. 16-0629.16
Expiration Date 02/24/2020
INT.GLASS INT.GLASS INT•GLASS INT.GLASS By
KODISPACE 101 SUPER 102 DURASEAL® 103 XL EDGE'" Mlam 9 o Product romUol—
(
4SGTPS SPACERWNXT'v &SPACER SPACER /
Part# Description Material
:i•i i..
100 Kommerling 4SG 7PS Spacer System
101 Quanex Super spacer nXrwlth Hot Melt Butyl See this "r"
Sheet for }
102 Quanex Duraseal Spacer Materials
103 Cardinal)Q.Edge Spacer :I
;tEFERENCE TEST REPORTS:FTL-8717,8968 8 8970
JA 0mosae F ADDEDWADERS. EXTRUSION PROFILES
NoxoL,laFL3#ve ALUM.FRENCH DOOR&SIDE LITES,IMPACT :.':•.,....
. �
raeoxl�i0 osayMn rmr. A.LVIi1N MILLErR,P.E.
NOKOMIS,FL 31T74 RT.
F.F.IG 1 LT. JAW.' FD760 1/2 9 + 12 8000.11 F FL P.E.#58705
9.
III 12"
3" I6"' 3° �61. 8
11" 11" W MIN. HEAD&SILL 71" 3"MIN. II HEAD&SILL 11"
D TYP. ANCHOR D TYP ANCHOR D
CLUSTER CLUSTER
10.571" (TYPICAL) (TYPICAL) 10.671"
MAX. MAX.
O.C. O.C.
JAMB JAMB JAMB JAMB 1
ANCHORS 18.500° ANCHORS ANCHORS 18.500, ANCHORS —7
HT. QTY. MAX. HT. QTY. HT. QTY. MAX. HT. QTY.
95 3/4"-(5) 953/4'-(8) 953/4"-(5) D•C• 95 3/4"-(8)
91314"-(5) 913/4"-(8) 91314"-(5) (2)EQ. (3)Ea 911/4'-(1)873/4"-(5) :10-C-
87 3/4"-(8) 87 3/4"-(5) D SP.TYP. SP.TYP. 87 314"-(8)
83 3/4"-(5) 83 3/4°-(7) 833 -(5) 83 3/4"-(7)
79 3/4"-(5) 11" 79 3/4"-(7) 11° 79 3/4"-(5) �11• 79 3/4"-(7) 11'
DETAIL A(CONCRETE) DETAIL B(WOOD DETAIL C(CONCRETE) IsEE NOTE 5 DETAIL D(WOOD)f
SINGLE PANEL (SINGLE PANEL) (2 OR MORE PANELS) REGARDING (2 OR-MORE PANELS)
( ) APPLICABLITY
ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: of ENCIRCLED ANCHOR TYPES:
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 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND 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 ATHROUGH D ARE MAXIMUMS.
2.ANCHOR TYPES:1-1/4"ELCO ULTRACON 2+1/4"ELCO SS4 CRETE-FLEX 3-#1.2 STEEL SCREW(GS)
CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8"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. ne complying with the Florida
ascoBuilding code
JAMBS.....................11"MAX.FROM FRAME CORNERS,18.60W 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
sy
HEAD AND SILL.....6"MAX.FROM FRAME CORNERS,AND AT 3"AND 6"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 4). Miam vmduet 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',9"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.....................Ill MAX FROM FRAME CORNERS AND 10.571"MAX O.C. -
fb
rwdrecNNOLoorawve GE SPACING
Noxoays,Fc 34273 ALUM.FRENCH DOOR&SIDE LITES,IMPACT
m
P.O.BOX=9 er1vd,,,,•. �. , ie": A.LYNN MILLER,P.E.
NOXOMlS,FL 31274
aF G a12%13R74 °�T sro5 FO750 114 70 a 12 800a1 i F FL P.E.#58705
I
I
CONCRETE ANCHOR
CONCRETE ANCHOR SEE NOTE 1 OPTIONAL WOOD ANCHOR 114'MAX. WOOD ANCHOR,
(NOTE 1) 1/4"MAX SEE NOTE 2 GROUT SEE NOTE 2 OPTIONAL
114"MAX GROUT, 84 SEE
GROUT, SEE IN MAX. NOTE 84
SEE NOTE5 GROUT
NOTES SEE
NO ---5
EMBED. EMBED
4 K I MIN SEE MIN
SEE
CONCRETE
TE-NOTE I MIN.
NOTE 2X WOOD,SEE MIN. 2x WOOD,SEE
NOTE OTE3
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) (SUBSILL TO WOOD)
EXTERIOR INTERIOR
(ALL HEAD&SILL SECTIONS)
3. K EMBED.
SEE
1/4" ..iCONC.
;11"L _'......- NOTE 1
MAX.
SEE
OD 1318*MIN.
OTE 1
'CO sm 'X WO
N 1 X WOOD SEE NOTE 3
SEE NOTE 3
114'J
MAX 14'MAX.
CONCRETE ANCHOR,SEE NOTE I SHIM CONCRETE ANCHOR SEE NOTE I WOOD ANCHOR SEE NOTE 21F, SHIM PRObUCr REVISED
Building Cong with the Florida
TYPICAL DOOR&SIDE LITE HEAD NOA-Ho. A 16-0629.16
NOTES: Expiration Date 02/24/2020
1,FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114'ULTRACONS OR 114'SS4 CRETE-FLEX. MIN.DISTANCE By
FROM ANCHOR TO CONCRETE EDGE IS 13/4". MIN.EMBEDMENT:1/4"ULTRACON-1 318",1/4�,SS4 CRETE-FLEX-1 aw. . Miam Oa racluct Control
2,
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 1x ARE LESS THAN 11 f2"THICK, Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS
w
DEPICTED AS 2;c ARE 11/2"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 MAT'L SHALL BE MIN.STRENGTH OF6063-T5 AND AMIN.OF I/8"THICK. THE ALUM.STRUCTURAL MEMBER SHALL
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
ON SHEET 10 MAYBE USED. FOR WOOD SHOWN
S. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL 18 NOT REQUIRED. IF USED,NOWSHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)
aMbI'FMU1LY,9LUPPORT
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.
i.�46
ANCHORAGE DETAILS
NOKOWS,FL 34275
P.O.Bq*1= :ZLUM.FRENCH DOOR SIDE LITES,IMPACT
0 D I NOMMIS.FL 34274 N. A.0*4 MILLER,P.E.
1"w" ir
RK. FD750 114 11
d 12 8000-11 F FL P.E.#58705
V a.
n
EXTERIOR INTERIOR
CONCRETE OPTIONAL OPTIONAL
(ALL SILL SECTIONS) ANCHOR,
SEE NOTE 1, 84 84
SHEET11 WOOD
CONCRETE ANCHOR WOOD ANCHOR,
ANCHOR 1/4"MAX. SEE NOTE 2, SEE NOTE 1,SHEET 11
SEE NOTE 1, 2 2 SHEET 11 2 2
1/4°MAX OR w GROUT. R 1/4"MAX. OR 1/4°MAX. OR
SHEET 11 10 = SEE NOTE �0 10 10
GROUT, 5,SHEET 11 GROUT ] V GROUT,
SEE NOTE 5i SEE SEE NOTE
SHEET 11 NOTE 5, 5,SHEET 11
SHEET11
;I":.
a EMBED.
EMBED. '• T d ��
? y I :•i'•.3.4 !SI W1(N. v' 4� 2
SEE NOTE 11 '�,t.;:-�I '3.4}CSI hhlN: ' ' ,':'i• :,.. K 1318 2x WOOD,= 1 3/8 2x WOOD,
SEE NOTE 1,
t '7'CONCRETE,':°.; *" ; "'CONCRETEt: MIN. SEE NOTE3,= MIN. SEE NOTES,_
SHEET 11 !f• p•; ' °' SHEET 11
SHEET 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
NOTE 1, NOTE 1, ANCHOR, ANCHOR,
SHEET 1 1 HEET 11r SEE NOTE 1. 13 SEE NOTE 2,
INTERIOR I SHEETII MIN. I SHEETII
(ALL JAMB SECTIONS) _ CONCRETE
EXTERIOR ANCHOR,
': SEE NOTE 1,
SHEET 11 3.4 KSI MIN".':!'*, 41 h`ti'4'
•; O
•i'`;'.� '` CONCRETE
' OR1.6KSI '•�••'.7•�:�O a PRODUCT REVISED
3.4 KSI MIN. [ MIN.CMU S'• [ as eomp%],Ux with the Florida
CONCRETE 2x WOOD, Building e
;; NOA-No. 16.0629.16
1 x WOOD, SEE NOTE'3,
q°•i'j; SEE NOTE 3 SHEET 11 Expiration Oate 02/24/2020
I I B
'I SHEET 1/4"MAX.SHIM—] M 1/4"MAX.SHIM Mi
1/4°MAX.SHIMan a ro uet Control
TYPICAL DOOR&SIDE LITE JAMB ,:ar
:.:
WiRaw.
-A------ GE DETAILS
P.O.BOX I ALUM.FRENCH DOOR&SIDE LITES IMPACT
M7M7MIS FL 3I17� wtirwar sy.• sree o.mrwu A.LYf�N MILLER,P.E.
AK 9/04 L7 FD750 l/4 12 m 12 BOOa 11 F FL P.E.#58705