HomeMy WebLinkAboutNotice of Acceptance (4) i
MIAMI•DADE MIAMI—DADE 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)JJ--2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2oy/economy
PGT Industries,Inc.
1070 Technology Drive,
Nokomis,Ff.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 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.
P
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 wjth the Florida Building
Code includingtheHigh Velocity u g ty Hurricane Zone.
DESCRIPTION: Series "FD-750" Outswing Aluminum French Door w/Sidelites—L.M.I.
APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Doori& 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 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.
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NOA No. 16-0629.16
MIAMI•DADE BOUNTY U ` Expiration Date: February 24,2020
Approval Date: July 28,2016
Page 1
File)C0TKa�
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PGT Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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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.1 i
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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 Idalrnis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 1
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, ands 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 1
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. FT"921, dated 07/17/06, signed and sealed by Edmundoi J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
Jorge M.Plasencia,P.E.
Produd Control Unit Supervisor
NOA No. 16-0629.16
Expiration Date: February 24,2020
Approval Date: July 28,2016
E-1
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PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(co=vuED)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
2) Large Missile Impact Test per FBC, TAS 261-94
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 202-941
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 Ian 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. OS-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 Ian aluminum doors of
XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FT"529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated
09/01/04, all signed and sealed by Edmundo J. Largaespada,P.1E.
(Submitted under previous NOA No. 05-0419.03) I
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, 5« 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
Jorge 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
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PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1
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 1,06/19/14, 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. 1
3. Statement letter of conformance to FBC-2010 and complying with FBC 5111 Edition
(2014), issued by manufacturer, dated 11106114, signed and sealed by A. Lynn Miller,
P.E. 1
(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 cinder 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 FT L 921, dated 07/17/06,
FTL-4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL 4315, dated 09/13/04,
FTL-4529, dated 02/14/05, F`I71-4530, dated 02/14/05, FTTI-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)
j orge M.Plasencia,P.E.
P oduct Control Unit Supervisor
NOA No. 16-0629.16
Expiration IDate: February 24,2020
ApprovaI Date: July 28,2016
E-3
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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.
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o ge M.Plasencia,P.E.
Prefluct Control Unit Supervisor
NOA No.16-0629.16
Expiration Date: February 24,2020
Approval Date: July 28,2016
E-4
NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S)
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 SAFLEXfKEEPSAFE MAXIMUM.
B.7/16"LAM[CONSISTING OF(2)LITES OF 3116'HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE 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 3116"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,1/4-AIR SPACE AND(1)7/16-LAMI GLASS ASSEMBLY INSIDE(3116"A,.090 PVB,3/16"HS).
TOPIC SHEET
F.7/8'LAMI I.G.CONSISTING OF(I)LITE OF 3/16'TEMPERED GLASS OUTSIDE,1/4-AIR SPACE AND(1)7/16"LAM[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'LAM]GLASS ASSEMBLY INSIDE GLAZING DETAILS...........2
(3116"A,.075 VANCEVA,3116"HS). DESIGN PRESSURES......3
ELEVATIONS.................... 4
H.7/8"LAMI I.G.CONSISTING OF(1)LITE OF 3116"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,XXX XXO,OXX,OXO,XXXXXXXO,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 ODOUBLE.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 as comp)yIng with the Florida
ADM-2005 ALUMINUM DESIGN MANUAL Building Code
NOA-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 02/24/20-20
HURRICANE ZONE(HVHZ).
By
' Miam- a O roduct Control
++11111111(;�
STANDARDS USED: -- -`---- .���C{••ENSg. (�c�• — --- - - ---�—
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION C;•' +'+V 'r
�ASTM E1300-09 '-i
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION YY Np•5S705 _
-ALUMINUM DESIGN MANUAL,ADM-2010 — —
•AISI-S100-07/S2.2010
Rwt By. a: S?"Ta OF •' �/1
Jer o.BBNSNB R..iw,c OFDSPACERS7USHFETB, r0707ECHNOL00YDRNE �G^��'• �LOFdOP;•'•���~��
GENERAL NOTES AND DRAWING MAP
RwsE o� R.ww.• Noxonas,FL sails nw: ���!�`�`�/O V At-`��`�\
P.O.BOX 1529 ALUM.FRENCH DOOR&SIDE LITES,IMPACT 7j/r i)1� 1++
a.-n or o.ec cn:ava oee: NOKOMIS,FL 3t1T4 a"i 1Ye°` B"`' s+»r a v_ R.e A.LYNN MII.�ER,P.E.
F.lG 1?/23/00 LT. 41VOS FD750 FUL 1 1 12 8000-11 F FL P.E.#58705
7/16"NOM. 7116"NOM.
3118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
090"DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PVB INTERLAYER .075"VANCEVA INTERLAYER
3/16'HEAT STRENGTHENED GLASS 3/16'HEAT STRENGTHENED GLASS
91 OR 92 93 OR 94
109 90 109*INTERIOR
107 107
105 5/8-GLASS 5/8-GLASS
BITEBITE
EXTERIOR INTERIOR EXTERIOR
AY
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 311 6'TEMPERED GLASS
AIR SPACE AIR SPACE
3/16"ANNEALED OR HEAT 3116"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
as comp)yIng with the Florlda
108 9 108 90 y g
Building Codo
NOA-No. 16-0629.16
Explmtiun Date 02/24/2020
105 5/8-GLASS 105 5/8-GLASS By j
BITE BITE MIamI- Product Contra
:.:.•:..
-- --' --- '-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
mm rFcxxaocrowve GLAZING DETAILS
VO4
Sw
ALUM.FRENCH DOOR&SIDE LITES,IMPACT ='
omM q: o.m: o o.w No!(ohn$R3l27a ® "�`' �''' a.� e•wv.� n..: A.LYNN MILLER,P.E.
f lC 12/23/04 LT. 41BN5 fD760 FUL 2 d 12 8000-11 F FL P.E.ak 56705
Table 1.Maximum Design Pressures(pso OVERHANG
LENGTH
Allowed Height(In) OVERHANG
Configuration Width(In) Glass HEIGHT o
Types 79 3/4"(68) 83 314"(70) 87 3/4" 91 3/4" 95 3/4"(80)
A,E +70.0 -80.0 +70.0 4-BO.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0
X 3°
37 ( ) NOTES.
French C,G +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 lNgg
(PART 10,SHEET 6 OF 12),THE
XX 713/4" 6° OVERHANG LENGTH MUST BE GREATER
( ) THAN OR EQUAL TO THE OVERHANG
C,G +100.0 -100.0 +100.0 -100.0 +1D0.0
HEIGHT(SEE DIAGRAM).IF NOT,THE
MAXIMUM POSITIVE(+)DESIGN
Full 36 11/16"
A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 I PRESSURE IS LIMITED TO+50.0 PSF FOR
Jamb C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 ALL STYLES AND SIZES OF THE DOOR
AND ANY ADJOINING SIDELITES.(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 FTL5941)
Sidelite 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 -80.0 +70.0 -80.0 +70.0 -80.0 1 +70.0 -80.0 +70.0 -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 1 a.Glass Type and Test Report Number
A-7/16"LAMI(3116"A,.090 PVB,3/16"HS) FTL-4311,4312,4315
B-7/16"LAMI(3/16"HS,.090 PVB,3/16"HS) UPGRADE FTL-4311,4312,4315 PRODUCT REVISED
C-7116"LAMI(3/16"A,.075 VANCEVA,3/16"HS) FT1-4527,4528,4529,4530 as campiying with the Florida
D-7/16"LAMI 3/16"HS,.075 VANCEVA,3/16"HS UPGRADE FTL-4527,4528,4529,4530 Building Code
E-7/8"LAMI I.G.(3/16"T,1/4"AIR SPACE,3/16"A,.090 PVB,3/16"HS) F7L-4311,4312,4315 Expiration Date02124/2020
F-7/8"LAMI I.G.(3/16"T,1/4"AIR SPACE,3/16"HS,.090 PVB,3/16"HS) UPGRADE FTL-4311,4312,4315 -
G-718"LAMI I.G.(3/16'7,1/4"AIR SPACE,3116"A,.075 VANCEVA, 16 3/ )"HS FTL- Miami- Pro
4527,4528,4529,4530 Product 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
RmS By. MW. Rerhbn� IN
IV
,; pa 1070 TECHNOLOGY DRIVE DESIGN PRESSURES
NOKOM/S,FL 34276
a� ALUM.FRENCH DOOR&SIDE LITES,IMPACT
JA 0"Ma D r.O.BOX15" 0.fea#d 4-x - a.rwuo. w.- A.LYNN MILLER,P.E.
urz neY•D.. rn.wa0 mm: NOKOM19.FL 34274
r. 71lI3/04 .L.T. 4/8iD5 FD750 NTS 3 a 12 8000-11 F FL P.E.#58705
1 —73 13/16'MAX.WIDTH �110 5/8"MAX.WIDTH— 145 3/8"MAX.WIDTH
963/4 HEIGHT
ALL
OX OR XO OXO OXXO(SHOWING EACH VERSION SIDELITE
37" 36 11/16" 36 11115"
MAX.WIDTH MAX.WIDTH MAX.WIDTH
25"MAX �71 3/4"MAX.WIDTH 25" 33 3/16"
DLO ALL X UNITS MAX DLO MAX.DLO
79118"
MAX.
i
DLO PRODUCT REVISED
ALL as complying with the Florida
gullding Godo
NOA-No. '16-0629.'16
Etpiration DateO2I24/2020
0y
Miami- 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.
.Mar. rib.
a, aaro7ecNNoroorowve EXAMPLEELEVATIONS
NOKOMIS,h7.3f275
„,,. K ALUM.FRENCH DOOR&SIDE LITES,IMPACT
P.o.soxf529 „b9 a,,," a",,µ n.. A.LYNN MILLER,P.E.
m—of o.d: u+e.ae o.ir. NOKOMIS,FL 34274
FX. 12123/04 LT. 418105 Fo76o NTS 4 m 12 8000-11 F FL P.E.#58705
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 A B B A
21
ALTERNATE VERSION TOP RAIL '
C D D T
MAX.DLO MAX.DLO
EXTERIOR INTERIOR EXTERIOR INTERIOR
MAX. MAX.
HEIGHT HEIGHT
ORIGINAL VERSION BOTTOM RAIL
22 ?RAIN
PRODUCT REVISED
as complying with the Florida
ALTERNATE VERSION BOTTOM Building Code
NCA-No. 16.0629.16
2 Expiration Data 02/24/2020
6 5 By
1 O Miam- a Pro ductContro
1
3
-- - �- 7
-�- --- - - - - - - - - --- —23 OR-2 - - -�-- -- - - --- — -
VERTICAL SECTION C VERTICAL SECTION D
NARROW AND FULL OUTSWING SILL -
JAMB SIDE LITE SILL 6
,, a ro>o�cx4ococrawva VERTJCALSECTIONS i.• '
NOKOMIS,n 34275 nr ,
P.O.BOX 1628 ALUM.FRENCH DOOR&SIDE LITES,IMPACT
NOKOMIS,FL 3427s "�`°*'°�"' ^�'� °id °i''o"` a. A.LYNN ALLER,P.E.
A °12 V > 12 8000.11 F FL P.E.#58705
FA 12/23/04 LT. 4/S/OS FD750 1/Z 5
OXXO HORIZONTAL SECTION SHOWING(1)OF EACH SIDE LITE TYPE. G
II i
53 52
26 20 105 20 SEENOTE 81 1 82 E G /
6
6 '
5
29 NOTE:ASSEMBLY HARDWARE QTY(3).1 V
$0 FROM TOP&BOTTOM AND ONE AT MIDSPAN
](71 LEDETAIL 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
(AT HINGE JAMB) EXTERIOR
6482 $1 SEE NOTE 6 &82811106 20 106PRODUCT REVISED
as complying wlth the Florida
6Building Code80 ou -,No. 16.0629.16
7 Expiration Date 0 212 4/2 0 2 0
30 7
30 By
Mlam Dad roduct Contra
27 20
80 27
- --29 - 83�----70-- —29— - - -- - - -- - ----- 70---
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
(AT HINGE JAMB) (NOT SHOWN ABOVE)
'axaer, e.rr HORIZONTAL SECTION DETAILS "
xmw xeKmo• ID70 TECHNOLOGYDRIVE `•''. ' .:,�;,.. �:`'.
NarontlS h7.31275 }°` ."::.' .•..... :i, •.
ALUM.FRENCH DOOR&SIDE LITES,IMPACT
P.0.60X1520 ei,,,,d,t aa.e o„,�N, a.K A.LYNN:A4ILLER,P.E.
amm 0y. am: mm: NOKONA FL 34274
F.K. i71d3/04 LT. 4/8R}5 FD750 112 8 m 12 8000-11 F FL P.E.#58705
FD750 DOOR FD750 NULL JAMB SIDE LIM ,
]TENS DWGOI DBSCRUrMN Pao I11M DWG01 DESCRUMON PGV
FRAMEETTPARIS I 8006 FRAME-HEAD SILT.&LAMB 68006
] 1 8006 FRAME-HEAD&HINGEJAMB 0006 4 8008 DRIP CAP 68008
2 19003A OUT-SWINOSILL 6BD03A 6 SW? SCREW COVER 6a007
3 9004C OUTSWINGSBLCOVFR 68004C 7 $009 INSTAILPLATE 68009
q 9008 DRIPCAP 68008 8 —FRAMEASSEmKYSCREW IX8 X 11PH QUAD 78 A
5 HPAD.SEL&JAMBWEAUMLT M SORSGA U&Trs7rmw 20 8012 STILE 6SO12
6 BW S(IIEW COVER 68007 21 9014 TOP RAIL G9014
7 KW9 INSTALLPLATE 68009 22 .8013 BOTiOMRAIL 6BO19
B ---FRAMEASSWELY SCREW 68X 1'PH VAD TB A 35 THREADED ROD 5/1&IBX36' 6TRDDA
9 6032 ASTRAGALEND SEAL 48M2 36 _—FLANGkDFIFXNUT SIl6.18 7990NTTTA
10 8038 OU[SIVINGSILL W RIS 48058 37 $039 TRUSS CLAMP 60378M
DOORPANM 60 — 4SX3/4"PH6 DRIVETEK SCREW 78X341'S7W
3 I]FADSOL&JAMBWEAII3ERSIRIPiSCHLIrA U83337I8500
20 8012 5771E 68012 61 8028 SIDEIIIEHFAD7RDI 68TZ8 -
21 8014 TOP RA DID ROD DESIGN) 68014 Q 8029 SIDEIIfEJAMBTRIhi 69029
zz 60f7 BOTTOM ID RGD DFst 69013 FD750 NARROW JAMB SIDE LEM
23 8017 TOPSWEFP 68017 1 HOMY FRAME-HEAD&SILL 68W6
24 9016 BOTPOMSWEFY 68016 4 8008 DRIP CAP 6303
25 -SWEEP SCREWS 04 X 12.MTLPH 6 8007 SCREW COVER 68007
26 9015 ASTRACA AC17VE&INACTIVE 68015 7 SON INSTAILPLAIE 6800E
27 8MLB GEAREINGE,3AMBSIDE 68021E 6 --•FRAMBASSIBABLYSCRLlV k6XV Eli UAD 781PQA
28 8020A GEARHNGF.COVER 69020A 21 8014 TOPRAL 69014
29 1 8018 GPARKN BACK-UPPLATE 69018 22 8013 BOTIOMRAL 68013
30 9019A CE&RHNGEDOORSIDE 68019A 35 THREADED ROD 5116.1SX36' 6TRODA
31 1 8035 I0EkRHlNGEj3EARlNCT 68035 76 - FLANGED MNUTS/16-18 799(iMA
32 (PARioN SEPSCREW N632x1/4° 37 9039 TRUSS CLAMP 60378M
33 I--IGaARHiNGF MTOSCREW012x3WTRUSSEID. IT OSX314"PHS DRNET.rSCREW 78X34PSIW
34 MTQSClZkV412x112••TRUSSID7. 61 8028 ISIDELITEBEADTRIM. 68m
35 THREADED RODY16-18 X36 6TEDDA 70 8010 IFRAMFJAMB 68010
3fi FIANOT'D HFRNUTs/i6-le 7NUTA ASSEMBLY KIT
37 1 9039 ITRUSSCLAMP 60378M 80 8033B FRENCH DOOR ASSEMBLYBEAM 69033E
38 1 8043 ISIS C;6ARLATCHMECHANEM ASHLAND 81 -• 010.2AX2112"PHSCREIV
39 1 8030 T3CKBL0CIC 48030 82 -- g10.24ff
40 IAT1IJASSYSCltEWSIX2"8XSS PIRLLTRHD 7&=AX SJ 072Xll27RHD77XSCRBW
41 BOLT SB SHOOTBOLTROD UIIP 84 8056 SMILE OPTIONAL 68056
42 804s STANDARDFLMHBOLTS W/SS ROD(SULLIVAN) PRODUCT REVISED
43 8U31 SHO(TTBOLT GUIDE
4BU31 GLASS,BEADS&SILICONE comp)ing with the Florida
90 (3lAZINOSEILANC,DOW COMN0599 983 9950R UNALI•Nr Building odo
44 SHOOTBOLTGl1IDE&STRHM SCREW 932X3/8"SSPIBILTRBD 7BX38PFTX NCA-No. 16.0629.16
45 9MM R3QTT-STRECEPIA7EATASIRAOAL ACITVEHINCED W511043S1 91=- 726"LAMINATED GLASS /16"ATA1..090 PVE 3/l6•HS
46 8016E IEFI'-SIRBCEPIATEATASTRACALACI1VEHNGED Fd W5110-14S1 7/i6"LAMINATED CLASS Ions 090E 3116'HS ExPimUon Date 02/24/2020
93 7116"LAMINATED CLASS 16' 075 VANCEV 3/]6'LDS) '
4
7 STRDCEPLATL•SCREWS 932X3/8'SSPHIILTRED 78X18PFIX BY� ,
46 STRIKEPIATEMIDDIF SCREW 6.24X 12"FH 7612FMX 94 7116"IA l Ln(11 Q.ASS 1l8'HS.075 VANCSVA 3%3 HS Miami- a raduct Co tro
49 8036 57FJICEPIA7EA2 HEAD&SEl 95 718"]AMI LO(3110'T ll4"SPA 7/16"ANN.090E 3I16"13S)
50 HFAD9nUXESCREWSSS9X1/2PIBILFH 7858ZAX 96 7.0(3 7/8"IAMI11fi'T 1/4"SPA 3/16"HS.090 3116'HS
51 SFRIXEPLATESCREWS ILLSS 8 X 1/2PHILL UNDERCUT FH 7RX12PFHUX 97 7/8'LAWLO(i116-T U4'SPA 3116°ANN.,075VANCEVA-3116 HS
---5-8041 ACTIVEim SET AS=ND _ -_ --__ ___ 98 --- 7/9'1AM110 16°T 114"SPA 3/16'HS 075 VANCEV 3116'FIS
R( _ _ _ _ - j!:• _ -__- _ _ _____ —
53 BD42 PASSIVETRSET SHIAND 8022 105 BACKBPAD 68022 i• .�'• ,,•i�j
M W41 STAINLESS STEEL PASSIVE LACK GEAA SHIAND 106 8026A SLBACKBFAD 68026A '��^•�'•"'••
55 9014A 70PRALOAOBOLTOF31G'l) 68014A I 107 18023A 7/1G BEAD 68023A
56 9013A BOTTOM RAlL GHOLTDESI 68013A 108 BO7AA 71WlGBFAD 68024A "'7. :i;•r;r
57 —5/16°x212'lAGHOLTS 7576180LTX IID 1334 VINYL BULB WSTP CK 6IP147 Q_6•.�f_'-�--�
10707EGJNOLO0YDRIVE PARTS LIST •'•- <:1,:;;;,,•
NOXOM/S.FL 34276
ALUM.FRENCH DOOR&SIDE LITES,IMPACT
P a 80x 3629
NOKOMIS,FL 34274 ear a s ae+pw wr A.LYNN'fv11LLER,P.E.
F.K. 1223ro4 LT. 4("S FD7b0 NA 7 J2 800011 F FL REX 58705
-►{ 1.278 1-�--
.062
062 2.236 .050 1.160
4.027
83
L I--3.838 5T 3.636--�{1 1.353 1.033 .050 -1
� I L .040
#8006 6063,'J #8003A 6063-T6 #8004C 6063-T5 #8008 6063-T5 #8007 6063-T6
OFRAME, HEAD,JAMB O
AND SIDELITE SILL OUT-SWING SILL O OS SILL COVER O DRIP CAP O SCREW COVER
•7}-
--{ 1.27 F- I o7a
--3.018� 06 —T. 498 2.000 376 1.49 �1.940-�{
583
050 1
I -3.636-1
� 3.990 =j 050
O #801
INSTALL PLATE 10 OUT-SWING LOW SILL 20 STILE
3-T6 23 TOP SWEEP 5
TT 075 T 050
1.938 .100 1.938
77977
r. 8.250 4.434 -j } &2.210
22 BOTTOM 6RAIL #B
21. TOP RAIL 014 5 24 BOTTOM SWEEP
PRODUCT REVISED
as compilI -1th the Florida
_ NOA- .Coda
.075__ Noa-t+a. 16.0629.16
.075 expirodon Date 02/24/2020
1.938 100 1.938:1T g _-----
1 I �7 1.170 y - ,
I1 2.544 Mlaml-0ap rodact Control
- 8.250 I I- 4.434 ►{ {�— /
O56 - #8013A-6063-T6- - �- #801_4A.6063-T5 _#8015 6063-T6_ _ ___:.,_.;r_: :.,•_;':. __ _
BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG,BOLT DESIGN 26 ASTRAGAL ;' <>.`'; '• j
,; p,y iWeTECNN010GYOR/VE EXTRUSIONPROFILES
NOKDMI9,FL 34276 �` '...''.';'•;i'•• .�:.
ALUM.FRENCH DOOR&SIDE LITES,IMPACT
NO.O.NI$X1 9 ® '° a w a ` °ibp" a. A.LYNN MILLER,P.E. I
FX 12nsro4 L.T. 4/sro5 1o7. 1/2 8 e 12 8000-11 F FL P.E.#58705
I
f
142
r �.742� I 1 � r,076
�---2 26_� + 075 072 � �`1.763 +�� -2.438—►I1�
27 #8021 B 6063TI{T6 2$ #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 •
Li
�1.812 �{
3,775 �
060 L .325 1.000
.438 - 100 1.�00 —1.635
2622� 125 .050 --3,636 � —1 #8033B 6105-T5
61 #8028 6063-T5 84 #8056 6063-T4 7p #8010 6063-T6 37 #8039 6063-T6 80 FD ASS'Y BEAM
SL HEAD TRIM SUBSILL, OPTIONAL
NARROW SL JAMB TRUSS CLAMP
1.169 � � •
*117*0�-
442 .9
65 .7600 '''//_, JG. _046 7 2,313�.965 .045 T—1.818 1-+- .050
#8022 BACKBEADS 106 SL B CKBEAD 10 #87 16A BEAD 108#80 I.G. EAD T5 62 SL JAMB TRIM
ALUMINUM
SILICONE HOT-MELT BUM REINFORCEMENT p0LYISO- DESICCANT FILL AREA
STRUCTURAL BUTYLENE
SILICONE b116°NOM. SEAL 5H 6'NOM.
STRUCTURAL 3f16'NOM.
114-NOM. FOAM BUM 8 SILICONE SEAL
POLYISOSUTYLEN WITH ROLL-FORMED
WITH DESICCANT DESICCANT DESICCANTFOAM
STAINLESS STEEL
EXT.GLASS EXT.GLASS Exr.GLASS PRODUCT REVISED
as complying with the Florida
ExT.GLASS 8u11ding Code
NOA-No. 16.0629.16
Expiration Date 02124/2020
INT.GLASS INT.GLASS INT.GLASS INT.GLASS By
KODISPACE SUPER DURASEAL8 XL EDGE'"" Mlam do Product Control
���4SG TPS SPACER®NXT'm ,9z 103 SPACER SPACER
PartN __ Description Material
100 Kommeding 4SG TPS Spacer System- —- - — :-J' - —--
101 Quanex Super Spacer nXTwlth Hot Melt Butyl See this
Sheet for
102 Quanex Duraseal Spacer Materials
103 Cardinal XL Edge Spacer _
REFERENCE TEST REPORTS:FTL-8777,8968 8 8970 _ fi
rx owsne F orDsrncess. EXTRUSION PROFILES ;",�•
wo 7ECRNacocyD a iE
NOKOMfB,FL St276 .'.:•�•••.•.'- :� :�,' .:
�� ,� ,� ALUM.FRENCH DOOR&SIDE L1TES,IMPACT
P.abarl5se s e u..ww R,. A LYNN MILL'E'R,P.E.
f fin bd hm: NOKDMIS,FL 8CY7! ® '
F.K 1?l23RM LT. 4/8AJ5 FD750 1/2 9 +12 8000-1 i F FL P.E.#58705
.,II 12^
I6"
11" 'll 11" 3"MIN. HEAD&SILL 11" 3'MIN. HEAD&SILL 11
D TYP. ANCHOR D TYP. ANCHOR D
I CLUSTER CLUSTER
10.571" (TYPICAL) (TYPICAL) 10.571"
MAX. MAX.
O.C. O.C.
JAMB JAMB O. JAMB JAMB 1
ANCHORS 18.500" ANCHORS ANCHORS 18.500" ANCHORS —L
HT. QTY. MAX. HT. QTY. HT. QTY. MAX. HT. QTY. T
95 3/4"-(5) O.C. 95 3/4"-(8) 95 3/4--(5) O.C. 95 3l4'-(8) D
91 3/4"-(8) D 91 3/4"-(5) (2)EQ. (3)EQ. 91 3/4"-(8)
87 3/4'-(8) 87 3/4'-(5) D SP.TYR SP.TYR 87 3/4"-(8)
83 3l4'-(7) 83 3/4"-(5) I�.--.{I I�{I 63 3/4"-(7)
79 3/4'-(7) 11" 79 3/4'-(5) —11" I I 1 I 79 3/4"-(7) 11°
DETAIL A(CONCRETE) DETAIL B(WOOD DETAIL C(CONCRETE) IsEE NOTE 5 DETAIL D(WOOD)
SINGLE PANEL (SINGLE PANEL 2 OR MORE PANELS , REGARDING
( ) ) ( ) APPLICABL Y (2 OR MORE PANELS)
IT
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 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 DARE MAXIMUMS.
2.ANCHOR TYPES:1-1/4"ELCO ULTRACON 2.1/4"ELCO SS4 CRETE-FLEX 3 412 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 MAX.FROM FRAME CORNERS. as complying with the Florida
_ � Building Coda
JAMBS.....................I l"MAX FROM FRAME CORNERS,18.500'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
Dy
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). rdiaml- a e Product Control
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.....................11"MAX FROM FRAME CORNERS AND 10.571"MAX O.C. r>•__',://
aamet: o.�,: nowax pm,Ny,, • �o a I!D ':�:'.
,. �„,, faro7ECHrraoorar+rve ' ANCHORAGESPACING
m� �� Noxon+s,Fl says ALUM.FRENCH DOOR&SIDE LITES,IMPACT
p.o.soxrs2s m,�,,a ,,,w, s A.LYNN MILLER,P.E.
n oxone�s Ft sev4
�FK 1223/U4 L.T. �4/8/05. FD7so ;4 10 d f2 80001 f F FL P.E.#58705
CONCRETE ANCHOR 1/4'MAX. WOOD ANCHOR,
CONCRETE ANCHOR SEE NOTE 1 OPTIONAL WOOD ANCHOR OPTIONAL
(NOTE 1) 114"MAX' SEE NOTE 2 GROUT SEE NOTE 2
GROUT, SEE 84
1/4 MAX 1/4"MAX. NOTE 5
GROUT,
'
SEE NOTE 5 GROUT.SEE
NOTE 5 NOTE b
';;EMBED EMBED.
3.d KS'I ININ. �' •ti!9.4 KSI'hflN.''> {1` 1 3/6" ' 1
SEE „ SEE
CO
'!NOTE 1 -'CONCRETEt;"+ NOTE 1 MIN. 2x WOOD,SEE MIN. 2x WOOD,SEE
• ' ' ' ' '��Y ,. NOTE3 NOTE3
TYPICAL SIDE LITE SILL 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)
' �3.4 KSI MIN EMBED.
••';;i.. •.:.• SEE
:'.`. 1/4" �'i•;=.^'.CONCRETE' NOTE1
t.r;:EMBED. MAX ::!
>3.4 KSI'MIN.•'^'[,: • SEE 2x WOOD 1 3/81MIN.
f.CONCRE7E NOTE 1 SHIM SEE NOTE 3
` 1x WOOD
SEE NOTE 3
114•J 1/4"MAX.
MAX SHIM
SHIM
CONCRETE ANCHOR,SEE NOTE 1 CONCRETE ANCHOR SEE NOTE 1 WOOD ANCHOR SEE NOTE 2 PRODUCT REVISED
as complying with the Florida
Building Code
TYPICAL DOOR&SIDE LITE HEAD NOA-too. 16-0629.16 _
expiration oats 02/2412020
NOTES:
1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"ULTRACONS OR 1/4"SS4 CRETE-FLEX. MIN.DISTANCE BY
FROM ANCHOR TO CONCRETE EDGE IS 1 314". MIN.EMBEDMENT:1/4"ULTRACON-1 3/8",1/4"SS4 CRETE-FLEX-1 314". Mtam Ua Product Control
2. FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G5)OR ELCO 1/4"SS4 CRETE-FLEX-1 3/8'MIN.EMBEDMENT FOR EITHER.
3.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS
—DEBICTED.AS.2xARE_1 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 6063-75 AND A MIN.OF 118"THICK. THE ALUM.STRUCTURAL MEMBER SHALL BE OF A SIZE TO i,•,. ;'
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 MAYBE USED. ,.
5. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NONSHRINK,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.
oo. ANCHORAGE DETAILS
10707ECNNOLOGYORNE
NOKOMl3,R.W76
a, R� ALUM.FRENCH DOOR&SIDE LITES,IMPACT '
P.O Sax 15t9 .,o a.•r A.6*4'M LLER,P.E.
o.� c�.au �� NOKOMIS FL 30274 0
F.K. 12)23V LT. 4/8/OS FD750 1/4 11 12 8000-11 F FL P.E.#58705
!
EXTERIOR INTERIOR
CONCRETE OPTIONAL OPTIONAL
(ALL SILL SECTIONS)
ANCHOR,
SEE NOTE 1, X"-J
84
SHEET 11 WOOD
CONCRETE ANCHOR WOOD ANCHOR
ANCHOR 1/4"�• SEE NOTE 2, SEE NOTE 1,SHEET 11
SEE NOTE 1, 2 SHEET 11 2 2
1/4"MAX. OR GROUT, 1/4"MAX OR _ 1/4"MAX. OR
SHEET 11 10 I SEE NOTEGROUT 10 1 GROUT, 10 1 "'
GROUT, �� 5,SHEET 11
SEE NOTE 5, SEE SEE NOTE
SHEET 1� NOTE 5, 5,SHEET 11
SHEET11
iV'.
BED.E M
EMBED. "
'-.3.41C$I.MIN.'���•'� � :'i'.3.4KSI�MIN.'�':� 13/8" ' — � �
SEE NOTE 1, :� :_•.:` ; SEE NOTE 1, 2x WOOD,= 1 318 2x WOOD,_
^f CONCRETE;;, ,,. ./ ;F;: .CONCRETE MIN. SEE NOTE 3= MIN. SEE NOTE 3-_
SHEET 11 f:% :a•; i., :;.;• SHEET 11
SHEET 1�
TYPICAL DOOR SILL 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, I1� NOTE 1, ANCHOR, ANCHOR
SHEET 11I HEET 11� SEE NOTE 1, 1 3/8",I SEE NOTE 2,
INTERIOR ;+•;;.._,> SHEETII MIN. I SHEETII
.i.
(ALL JAMB SECTIONS) `'t''""" CONCRETE
EXTERIOR ANCHOR
�•�;;:;: SEE NOTE 1,SHEET 11 3.4 KSI MIN.:'. :;
n
CONCRETE
R 1.5 ;,..,:;:.....a a
O KSI '•••`' '�'•�� O PRODUCT REVISED
as compryln with the Florida
3.4 KSI MIN. _^ .; MIN.CMU; "• ::;[ y�yy00D, Building Cod4e
CONCRETE
- ''a - - •'�%..:+ --- - - NOA-No. - 16 0629.16
- IX WOOD. ' `...•r:!,C:c., -SEE NOTE 3, - -
i; SHEET 11 Expiration Date 02/24/2020
SEE NOTE 3,
" •+ •'I II SHEET 11 I II I ,
114"MAX.SHIM F� 114"MAX SHIM—►I t - 1/4"MAX SHIM Miami-Da Product Contro-17
--- --- - -- -- -- -TYPICAL DOOR-&-SIDE-LITE JAMB ......
TECHNOLOOYDRVE ANCHORAGE DETAILS
MOKOMIS,F67r275 T10t .•,' J n+,">%' ,
ALUM.FRENCH DOOR A SIDE LITES IMPACT
P.O.Box rue �,; R., A.L'tWMILLER,P.E.
o,.>,.N•+am; orro: MOKONA FL XV4
F.lC i7113/04 LT. 418105 f0760 1/4 12 d 12 8000-11 F FL REA 58705