HomeMy WebLinkAboutNotice of Acceptance, French Door FIZ4104 P0012- IV0,19. 14VID IS'MUC- ROAJ
ftECENED �o' Qz
MIAMI- JUN 12 2019 MIAMI—DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
LCAUUM
Permitting D=pay°tm�
DEPARTMENT OF REGULATORY AND ECONOMIC RESOUiiCrS'(R'ER),ty- t 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.g2y/eco6om1
PGT Industries,Inc.
1070 Technology Drive
North Venice,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 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 1CL
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series"FD-5555"Outswing PVC French Door w/&w/o Sidelite and Transom—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-555.1, titled "Vinyl French Door and SLT/TR", sheets 1
through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. "59
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,
series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted
herein. Jf
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.
TERNIINATION 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 of its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 17-0504.05 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 Sifang Zhao,P.E.
� Z •
MIAMI•DADE COUNTY 2,1 4-7-o/e NOA No. 18-1108.03
Expiration Date: January 23,2024
Approval Date: December 20,2018
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 13-0815.03)
2. Drawing No. MD-555.1, titled "Vinyl French Door and SLT/TR', sheets 1 through 12
of 12, dated 05/07/13, with revision C dated 04/10/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. 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
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a Series FD-5570/17D-
2770 PVC double entrance outswing doors,prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, signed and sealed by
Idalmis Ortega,P.E.
(Submitted under previous NDA No. 16-0126.04)
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
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a Series FD-5555/FD-
7700 PVC double entrance outswing doors,prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-8716, dated 11/12/15, signed and sealed by
Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0126.04)
3. 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 a Series FD-5555/FD-'
7700 PVC fixed sidelite,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-8715, dated 11/05/15, signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0126.04)
Sifang Zhao,jP.E.
Product Control Examiner
NOA No. 18-1108.03
Expiration Date: January 23,2024
Approval Date: December 20,2018
E-1
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. 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
along with marked-up drawings and installation diagram of an outswing PVC French
door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370,
dated 05/23/13, signed and sealed by Jorge A.Naya, Jr.,P.E.
(Submitted under NOA No. 13-0815.03)
5. 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 outswing Rigid PVC
French door,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under NOA No. 13-0815.03)
6. 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
along with marked-up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated
05/25/13, signed and sealed by Jorge A.Naya, Jr.,P.E.
(Submitted under NOA No. 13-0815.03)
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 a Rigid PVC fixed
window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7339, dated 05/23/13, signed and sealed by Jorge A.Naya, Jr., P.E.
(Submitted under NOA No. 13-0815.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under NOA No. 15-0409.03)
2. Glazing complies with ASTM E1300-09
Sifang Zhao,P.E.
Product Control Examiner
NOA No. 18-1108.03
Expiration Date: January 23,2024
Approval Date: December 20,2018
E-2
PGT Industries,Inc.
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. 16-1117.01 issued to Kuraray America,Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
cc »
"Kuraray Sent Glas® Clear and White Glass Interla ers dated 06/25/15,
Y r'Y ( ) Y
II
expiring on 07/04/18
3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their
"White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14,
expiring on 09/30/19.
(Submitted under NDA No. 15-0409.03)
4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their
"Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions
for Windows and Doors", dated 11/06/14, expiring on 09/30/19.
(Submitted under NOA No. 15-0409.03)
5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their
series "VE 2000 Tan 202 and lighter shades (Non—White) Rigid Cellular PVC
Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19.
(Submitted under NDA No. 15-0409.03)
6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their
series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors"
dated 01/23/14, expiring on 01/23/19.
(Submitted under NOA No. 15-0409.03)
7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their
series "VE 1000 Tan 202 (Non-White) Rigid PVC Exterior Extrusions, for
Windows and Doors" dated 12/29/11, expiring on 12/29/16.
(Submitted under previous NOA No. 15-0409.03)
S. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal
Conductivity 0.881 BTU-in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D3985
Oxygen—Pass, ASTM E 2190 I.G. Durability-No Fog-Pass.
(Submitted under NOA No. 13-0815.03)
9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU-
in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass,
ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20°F
in 48 hrs.
(Submitted under NOA No. 13-0815.03)
Sifang Zhao,P.E.
Product Control Examiner
NOA No. 18-1108.03
Expiration Date: January 23,2024
Approval Date: December 20,2018
E-3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
E. MATERIAL CERTIFICATIONS (CONTITWED)
10. Vision Extrusions,Ltd. Parts complying with PVC-AAMA 303-13.
(Submitted under NOA No. 13-0815.03)
11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC)
Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior
Profile Certification Program.
(Submitted under NOA No. 13-0815.03)
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5" Edition (2014) and FBC 6th
Edition (2017), dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/28/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338
and FTL-7339, all issued by Fenestration Testing Laboratory,Inc., dated 05/23/13 and
05/25/13, all signed and sealed by Jorge A.Naya, Jr., P.E.
(Submitted under NOA No. 13-0815.03)
G. OTHERS
1. Notice of Acceptance No. 17-0504.05, issued to PGT Industries, Inc. for their Series
"FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.I., approved
on 12/14/17 and expiring on 01/23/19.
I
i
Sifang Zhao,P.E.
Product Control Examiner
NOA No. 18-1108.03
Expiration Date: January 23,2024
Approval Date: December 20,2018
E-4
SERIES FD-5555, DESIGN PRESSURE RATING IMPACT RATING PRODUCT RENEWED
IMPACT-RESISTANT VINYL REINFORCED,OUTSWING VARIES, RATED FOR LARGE&SMALL as complying with the Florida
FRENCH DOOR&SIDELITEffRANSOM(SLTlfR) SEESHEETS4B5 MISSILE IMPACT RESISTANCE Building Code
NOA-No. 18-1108.03
TABLE 1:
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, Group Anchor Substrate Min.Edge Min. Expiration Date 01/2312024
INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE(HViiZ). Distance Embedment By
Ungrouted CMU,(ASTM CSO) 1` 1-1/4' Mlam age Produet Control
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. A 3116°EICO Ultracon Ungmuted CMU,(ASTM CSO) 2-1/2' 1-1/4'
3)FOR MASONRY APPLICATIONS IN MIAMWADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS, P.T.Southem Pine(SG=0.55) 1/2, 13/8° PRODUCPREVISED
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE_ASTM C90 CONCRETE MASONRY UNITS(CMU'S)OF #10 Steel SMS(G5) Alu nintml,6063-T5' 5/16° 0.063° m-aplyirgwilhmeFhafdt
NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN.1.9 KSI AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. #10 410 S.S.SMSBuilding Code
Steel,A36' -5/16• 0.063• ] -0-5 _
4)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 1.THIS SHEET.ALL WOOD BUCKS LESS THAN 1-12' Steel Stud,A653 GG 33' 5/16' 0.063° WITTHICK #1018$S.S.SMS A�`.p
ARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO g radarof
SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.IXAND 2X BUCKS(WHEN USED)SHALL BE P.T.Southem Pine(SG=0.55) 1/7 13/8' By
DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION 15 THE 3116'Elco Ultracen Grouted CMU,(ASTM CSO) 2-172' 24/4°
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Concrete(Min.2.85 ksl) 1' 1-318°
5)IF SILL IS TIGHT TO SUBSTRATE GROUT IS NOT REQUIRED.IF USED,NONSHRINK,NON-METALLIC GROUT AT 3.4 KSI MIN, 1!4'Elco Uitracon Ungnxded CMN,(ASTM C•90) 2-1/2' 1-1/4° o C)UPDATED TO FBC 2017,
PER ASTM 01107,(DONE BY OTHERS).MAX 1/4'SHIM SPACE FOR GROUT WHICH MUST FULLY THE ENTIRE LENGTH P.T.Southern Pine(SG=0.55) 9H 6' 13/8° ADDED SPACER DWGS.,
OF THE SILL THAT IS NOTTIGHTTO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD, #12 Steel SMS(G5) Aluminum,6063-TS' 3/8' 0.071° REVISED#22-JR-04!10/17
30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THEGROUT AND WOOD SUBSTRATE,OR AS APPROVED BYTHE #12 410 S.S.SMS
AUTHORITY HAVING JURISDICTION.COMPLYING WITH THE FBC. #12 183 S.S.SMS Steel,A36' 3/8' 0.071°
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT Steel Stud,A653 Gr.33• 318° 0.071°(14 Ga) U
LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR P.T.Southem Pine(SG=0.55) 1' 13/8° 'Aeb
CORNERS OF THE FRAME EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY 1!4°Elco UltraCon Gloated CMU,(ASTM 0-90) 2-1/2° 1.3/4' 0: - ,
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE C Concrete(min.285 ksl) 1° 131W IOIO 110 07°0 O
INSTRUCTIONS.
Concrete(min.3.35 ksl) 1' 1314° O N
7)MAX 114-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE 1/4`Elco 410 S.S. Unglouled CMU,(ASTM CSO) 2-1/T 1-1/4° -1 CreteFlex O m O
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS-WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLYANCHORED TO _j
RESIST LOADS IMPOSED ON THEM BY THE DOOR SIDELTTE OR TRANSOM. P.T.Southern Pine(SG=0.55) 1' 1318° Z u.m
1/4'Elco 18.8 S.S.Aggre-Gator Concrete(min.3.27 ksi) 1-1/Y 1318° U ui o ®a
8)DESIGN PRESSURES: U routed CMU, STM 0-90) 4' 1-1/4'
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE FRAME ANALYSIS AND GLASS PER ASTM E1300. n9 1- Y 0M0
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE.FRAMEDANALYSIS AND GLASS 1/4`Elco Ultrawn Concrete(min.2.85 ksl) 2-1/T 13/8° o
PER ASTM E1300. 114° EIco410 S.S.CreteFlex Concrete min.3.35 ks) 2-112° 1314' Z $ V)
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •MI .OF 3 THREADS BEYOND THE METAL SUBSTRATE O 14�
9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE a .-
REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE TABLE 2: a
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO 1 ® fO OU 7°0'75
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE #a Description Where Used:
(INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE = H f"
1 1.3/16°Laml.IG(118'T-11116°Air-1/8'ANN-.090°PVB-11W ANN) Door U 0 Z
10)ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA INC,OR VISION 2 13116'LamL IG(3/16'T-518°Air-118'ANN.-.090"PVB-1/e'ANN) Door < W -21 aloos
EXTRUSIONS,LTD-HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 3 13/18'LemL IG(118'T-9/18'Air-3/16'ANN-.090'SG-311W ANN) Sidelite/rransom 0 LL 10
11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE 4• 1.16'Lam!.IG(3118'T-1@'Air-3/18'ANN-.090'SG-3118'ANN) Sldelite/Transorn �' w
W
12}REFERENCES: 5 1 16'Lauri.10(1/8'T-9/78•Air-3/16'ANN-.090•PVB-3110°ANN) SIdellte/Transom U Z uJ t3
TEST REPORTS:FTL-7339,7371,6715.8716&8717 B 11-'!16'Lam-IG(3116'T-1/2'Air-3116°ANN-.090'PVB-3118'ANN) Sldelde/rtansom > CD u.
NOA'S:ELCO ULTRACON.CRETFFLEX&AGGREGATOR ANCHOR NOAS, ENERGI FENESTRATION SOLUTIONS USA,INC.OR 1 7 7/16'Lam).(3116'ANN-.09D'PVB-3/16'ANN) DoodSldeltte/rmnscm
NSION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOAAND
---BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA 'ANN'-
NP °-
ERED
13 THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. 'PVB'=.090'TROSIFOLID PV8 INTERLAYER BY KURARAY AMERICA,INC. \`�,`Jr�N" N
'SG•=.080'SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC.
(F
GUIDE TO SHEETS: SEE SHEET 3 FOR SPACER INFORMATION.
Materfai Min Frk120ksl
F. No.58705
Steel Suety 92 ksi GENERAL NOTES.._.._._....__.1 �' *=
ELEVATIONS......._........._._..._.._2 CODES/STANDARDS USED:
410 Sued 90 ksi DESI NG RETAILS....___...._.__.37WE 410 Sue: ksi DESIGN PRESSURES._....__.-.._.45 :2017 FLORIDA BUILDING CODE(FBC),6TH mITION Z.IO'•, I '',ANCHORS_........__.._.._........._.....48 :2014 FLORIDA BUILDING CODE(FBC),STH EDITION
155 ksi INSTALLATION_..___....._.._....._...7-9 :ASTM E1300-09 ' � '-. ORI410 SS Elco CINeRaM 177.4 ksi ERRUSION PROFILES.............._.10 :ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION08375 aluminurl 18 ksi PARTS LIST_..............._._...._..._11-12 :ALUMINUM DESIGN MANUAL,ADM2015 ��'�7S�ONAL`11�
TSAjU Seel 38 ks1 58161 CORNER DETAILS._... ....._._.11 :AISI S100-12 '//1111111\\
__.
Gr 33 Seel Sud 33 ksi 455161 HARDWARE DETAILS_.._......__.12 :RISC 360-10 A.LYNN MILLER P.E.
P.EA 58706
EXAMPLE CONFIGURATIONS es opWn RENEWED
.5 complyirrg with the Florida
40' Building God.
40. MAX. NOA-No. 111.1108.03
37-9/16• I�L+� TYP• I-11 D !e 0112312024
MAX SLAB (38,71r) �•I 76"MAX —�j TYp MqX,MAX + f�-3MgXP
�-�--�{ I I I 1'MULL 1'MULL —+� 1'MULL By "
I �— yylpTH Mlaml-Verde Product Control
u ODDiICTID9 EVEWF(bfl�
Dieu
93-78' HEIGHT M
MAX
/ / / / / / / /
MAX SLAB (ALLDOOR _
HEIGHT CONFIGS.)
NO CHANGES THIS SHEET
04!10!17
z
•TYP.DOOR SLAB X OIX(SHOWN)OR XIO OIXIO �s U
SDE STILES AND WIDE RAILS AND WIDE RAILS (NARROW STILES AND WIDE Z '"021
SHOWN ON SIDELITESI RAILS SHOWN ON SIDELITES)
3OX Pr MAX 30.6 FT'MAX 40"MAX
DETAIL SEE SIZE RANGES FROM SEE SIZE RANGES FROM HORIZONTAL y� 38-314• }n
HEFT TABLE 6 8 9,SHEET 5 TABLE 6 8 9,SHEET 5 - MULLION I MAX
❑ Lo
v2
LENGTH - .C)_j o i O kmZ LL Rc� �-if
40' 006
40" 7—
7G MAX TTYR MAX MAX. MAX F q $�a
MULL(X2) 98.7!6' 106-1/16' TYP. �� 1'MULL o F0
DLO DLO co `_.
O
o
j `\ MAX MAX. 11 MULL J
HEIGHT / ® m OO =) iae45
HEIGHT
OR WIDTH OR WIDTH 96'MAX / U TICAL Z Z
LE LION /
O
\ / LENGTH Q W L4
LL
O LL J
IL
LYNhrrr/
p1SINGLE O SINGLE O OIO(MAXIMUM OF 2
SDE3TIILESANDWIDE
� NSA_DE STILESAND WIDE (NARROW STILES AND NARROW � MULLED SIDELITES � •C�v'�I�EN��i4
RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) SDE STILES AND NARROW AND NARROW O/O WITH OD(WITH ' •.F�
RAILS SHOWN ON SIDEUTES) HORIZONTAL. HORIZONTAL No.58
NOTES: MULLION MULLION X *� *_
1)SINGLE OOORS MAY BE LEFT OR RIGHT-HANDED. '
2)MULLIONS SHOWN ARE STANDARD 1-FRENCH DOOR MULLIONS PER THIS NCA. (_DE STILES AND AND (NARROW STILES
3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEESEPARATE NOA, WIDE RAILS SHOWN AND NARROW rGp I w�=
4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 40'IN HORIZONTALAPPLICATIONS. ON SIDELITE 8 RAILS SHOWN ON A,�'•, TE
5)NARROW OR WIDE STILES AND RAILS MAY BE MMED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY. TRANSOM) TRANSOM) i,�s•.!20RIDP,.
6)ADDITIONAL CONFIGURATIONS USING THE 1'FRENCH.DOOR MULLION ARE POSSIBLE USE THE ABOVE DRAWINGS AS ' '/pNAL ���
A REFERENCE FOR SIZE LIMITATIONS. A
�rrrr4n 111 AA
A.LYNN MILLER P.E.
i P.E.#58705
GLAZING DETAILS —
PRODUCT RENEWED
as Complying with the Florida
1,V16"NOM. Y-3M8•NOM. .� 1.3116"NOM. Building Code
GLASS STACK 1 _--.t i.._ 511W LAMINATED GLASS STACK GLASS STACK I _r ( _ G 1L�STACK D GLASS STACK NOA-No. •1&•1100.03
I I� 1 —� I!'- 7116'LAMINATED
GLAS5 STACK SILICONE Expiration 116te 01/2312024
_AM*ANNEALED GLASS r8"ANNEALED GLASS 3M6'ANNEALED GLASS B
11116"AIRSPACE •PVB 518"AIRSPACE 080,PVB 9M8"AIRSPACE .6'ANNaso,SG STRUCTURAL 1f4'NOM. Ity--wm .- Product POLYISOBUTYLENE
1!8'TEMPERED GLASS 118 GLASS 11IEAI:ED GLASS - 3/1EALEO GLASS WITH DESICCANT
3116'TEMPERED GLASS 1/8'TEMPERED GL/S$ KODISPACE. --pi th Roritb
EXT,GLASS
to EXTERIOR 14 EXTERIOR 11118 4SG TPS Ac4eptmoota7
11!16' t1M6' 14 37 Bm3die�COde 1 "O
DCTE,iiOR
GLASS SITE �} r.3 GLASS BITE � GLASS BITE Expitntbo
W l3 1. !
BY
37 38 39 40 42 37 38 39 40 Miran
37 38 39 40_ 42 INT GLASS
41 41 41
GLASS TYPE I GLASS TYPE 2 GLASS TYPE 3 HOT-MELT BUTYL
F�'Xt�-UVIQ/17
SPACER OTYP.WIDE FRAME GLAZING STRUCTURAL,
USED IN DOOR ONLY � USED INDOOR ONLY SILICONE
• DETAIL NARROW FRAME SIMILAR FOAM 3118"NOM.
WITH
1-3ti6"NOM. - Y3M8'HOM. 13!16'NOM. DESICCANT 00
GLASS STACK 7/18"LAMINATED GLASS STACK 7/16"LAMINATED GLASS STACK j —_ '^a
_...! !` 7/76`LAMINATED OCT. SUPER o_ t
GLASS STACK ( GLASS STACK GLASS STACK W u3
112`AIRSPACE —.09T NEALEDgLASS BATAIRSPACE 3/16"ANNEALED GLASS ii2"AIRSPACE 3l16`ANNEALED GLASS N ER � a14a o
090 SG
118'TEMPERED GLASS .090"PVB A90"PVS O m m W)
3118'TEMPERED GLASS 3116` EALFJ3 GLASS 33/4 EALEO GLASS 3116" EALED GLASS INT.GLASS d ie o 0:
3M6"TEMPERED GLASS
' Z co
14 EXTERIOR 14 EXTERIOR 1a U U o ®a '
EXTERIOR GLASS BRE �11116" — 11/i8' 11M6" o D" 6P''a 'aN
040
4 4 D GCAS3 8RE GLASS SITE ALUMINUM o .'t-• ¢ i�-•
REINFORCEMENT '`Z y r
37 39 39 40-�0 37 38 39 40 cin 37 38 39 40 42 C3 LL
{J Ll z 0
t i 42 42 SM5"NOM. ¢
41 BUTYL& a �
41 41 DESICCANT -
GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 FOAM o
TYP.NARROW FRAME GLAZING TYP,NARROW FRAME GLAZING TYP.WIDE FRAME,G NG EXT GLASS �DURASEAL 2
DETAIL AM
WIDE FRAME SIMILAR DETAIL,WIDE FRE SIMILAR DETAIL NARROW FRAME SIMILAR SPACER U I
W elnog
UJI
7116"LAMINATED w z
}�- "PVB"=.090"TROStFOLGi PVB BY KURARAY AMERICA,INC. w r � �
3116"ANNEALED GLASS "SG"=.090"SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC. INT.GL
GLASS STACK ASS
.090"PVB O Z"
3t1�EALED.GLASS .
allll '�e0 seue5
POLYISO- DESICCANT FILL AREANYLYN,y
(� 11/10• $LiTYE AL 5116"NOM. -- - -- ��'*- ENS
3 GLASS SITE SEAL SILICONE SEAL
V.- ;•�1
ROLL-FORMED NAD,58705
ESTAINLESS
EXTERIOR �•
42 w XL.EDGE7A1
4• as 49 EXT.GLASS SPACER �pfi STAOF � =
GLASS TYPE 7 �%L�S1''•`?atlo�,.• �..
USED IN DOOR{SHOWN}
8 SIDELITERRANSOM REFERENCE TEST REPORTS;FTL-8717,8968&6970 .INT.GLASS It
A LYNN MILLER PIE
P.E#567Q6
SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR PRODUCT RENEWED
35 ComplVirrg With the Florida
INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION Building Code
0 0 (XIO,OIX,XIX,OIXIO,XIOIX,OIXXIO, ETC)
NOA-No. 18.1108.03
4.O.C.MIN., Expiratlon 12312024
SEE TABLE 4, SEE MULLION CLUSTER SEE MULLION CLUSTER ..-
THIS SHEET, �� `�♦ DETAIL BELOW �♦ DETAILBELOW BY '
4°MAK 4"MAX ASTRAGAL FOR QUANTITY. % ♦1 i, ♦1 Miami-Dade Product Control
1 r_CLUSTER_- SEE TABLE 1, I ATTACH DOORS AND
L SHEET 1 FOR SIDELITES TO THE
9.12' 9°MAX &112' _-- -- TYPE ♦� MULLION AS PER ♦♦ / PRODUCTRSVISBA
MAXr % -1- MAX 1 I I, THEINSTRUCTION I B4'�"PIYhO w�hOraFltf�
`\ I I I OF THE INDIVIDUAL I I A� j7 D O
I I DOOR OR SIDEUTE
CENTERED CENTEREDI '. I I I I •/
BETWEEN
HINGES I i�' BETWEEN i i \i i I i I j 98'MAX. BY
SEES HINGES LION
SEES I I I /I I/ TAHLE 5. �! I/. LENGTH N ?t-
2� ProQnct'
NOTE 11 I 12'0.C. NOTE 11 I I I
I I VERTICAL MUWON VERTICAL
CENTERED I MAK @ LOCK CENTERED I 1 I DESIGN PRESSURE I I
I I 1 I � APPLICATIONS
BETWEEN ! ,I\ BETWEEN I i \ I !SEE I I +/-70.0 PSF I I C)NO CHANGES THIS SHEET
HINGES I i ,'\ HINGES I i �•\ j I iNOTE1 i I i I,/, JR-04110/17
•`\ SIDEUTE SIDELITE SIDELITE DOOR
I
10.12' 10.12• J U
9'MAX. MAXb
ANCHOR REco
QUIREMENTS ANCHOR REQUIREMENTS •'
AN OR REQUIREMENTS ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD w IC
SAME AS HEAD SAME AS HEAD MAX
❑ gqq (13
X XX,(USING ASTRAGAL) 6, M1 1°MUWON MAX }r = alb 0
�'•`�''II ♦ 69i \�4 �14
MULLION O NV 2 a
MAX m a`� O
TABLE 4: 4"O.C.MINI 6"' ♦ 4'O.C.MIN. V O.C.MIN. / 'O.C.MIN. O o W L
1 1z m s mLE 3: XX Door.Astragal Cluster Anchors Requln:d 1 S LL
X&XX Door.
Design Pre. @ Head&Slli I SEE TABLE Q 1 ! SEE TABLE 6, W CJ m ®� m u. 0 'oN
+150.0 PSF Glass Typa 1 Door Width M) 1 --- I THIS SHEET. 1 - - / THIS SHEET, f-LU 0,y/0
FOR ANCHOR FOR ANCHOR _
♦ SIDE- SIDE- / SIDE- DOQR/ o>
+1-70.0 PSF Glass Types 2 6 7 '� 72 76 ♦ LITE LITE i QUANTITY,SEE ♦♦ LTTE i QUANTITY,SEE Q � o ♦C-•
0 0 ♦ , TABLE 1,SHEET � TABLE 1,SHEET Z v
`$ ♦� 1 FOR TYPE ♦♦ 1 FOR TYPE Z LLO
a Z d`reg P 4 CP Q Ue (eJ ¢UB' dr a TAB 6: ii . ro
60 4 4 4 5 4 5 4 4 Anehors Required fora Vertical MulOon(each muillon end) FOR•Op0(IC• ® r°i+ 0O ill laoyg
98 4 5 4 6 4 6 5 4 Door or Side@elTrensom W(tl171(1�0 ANO SIMILAR ❑ j
12 24 32 3&314 40 CONFIGURATIONS = = N z
CONTAININGA r U i
Mumon gym. v m D o m' U o m v o DOUBLE DOOR < LU LIJ aio�s j
TRANSOM-TO-DOOR(X/O)OR TRANSOM (0/0) He OM 8 g a a M),USE 0
LO
MULLION ATTACHMENT&INSTALLATION m) <g a THEIt-
FRAMELF J Loz
Dilor WA 2 1 2 2 1 9 2 1 WA WA WA THE FRAME T �.
ATTACH DOORS, - - sL7RR 1 2 1 2 2 1 3 2 1 3 2 1 WIDTH OF THE O Z ❑
Door WA 2 1 3 2 1 3 3 2 WA WA WA DOUBLE DOOR �j ❑ LL
SIDELRES& 98 WHEN USING apt •asap sauas.
TRANSOMS TO THE �� ``�♦ SLTITR 1 2 1 3 2 1 3 3 2 3 3 2 THISTABLE.
MULLION AS PER / ' i ♦ 1•MUWON `11111 f1 n1////
THE INSTRUCTION114,
-\♦ 11 INSTRUCTIONS: - �♦♦♦pNY LYfyiy /����
OF THE INDIVIDUAL
TRANSQiVI ♦ 6. 1 HORIZONTAL 1)DOOR HINGE JAMBS OFALL HEIGHTS TO ALWAYS BE ANCHORED WITH SD(ANCHORS..SEE TABLE 1,SHEET 1,FOR `♦ ,`�t_ M/. ��
PRODUCT --�- — 1 I �- I MULLION ALL APPROVED ANCHORS.FOUR OFTHE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONEAT EACH
APPLICATIONS HINGE LOCATION(RECOMMENDED 010 FLATHEAD SMS OR 3/16'FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). ?;• ...�
ALWAYS REQUIRE 2)FOR A MULLED UNIT.DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR _*: No.58705
L___..,J —r MNC r TWO(2)ANCHORS EXAMPLE,ON AN-AO-CONFIGURATION,THE DP FOR THE DOOR THE MULLION AND THE SIDELITE MUST EACH BE
TABU:7: DOOR OR - ♦ (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. __�
HOARDNTAL MUWON SIDEUTE --♦♦♦ ,� MULLION END. NOTES: J ' z
DESIGN PRESSURE ATE F :
_ 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. '•.
2)MULLIONS SHOWN ARE STANDARD 1'FRENCH DOOR MULLIONS.
is'•: QRIDi!.•'G\?♦`
40•MAX MUW ON LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MUWON TYPES,SEE SEPARATE NOA. �i7�S�ONAL��♦♦�`
I I TRANSOMS WIDER THAN 40•WILL REQUIRE ADDITIONAL THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY OP. 111/I I!11111
YYY~~~"""---"'---"'1-11 STRUCTURE OR DADE-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO 96•IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS.
TRANSOM AND DOORISIDELITE. 5)NARROW OR WIDESTILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITERRANSOM OR MULLED ASSEMBLY. A.LYNN MILLER P.E.
6)FORSIZESNOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.EJf 58705
TABLES:
PRODUCT RENEWED
Sldollta/Tramom 0edgn Prossae(+h psll for Glass Types 364 9 Code
SIDELITElTRANSOM INSTALLATION(0) Bas complying with the Florida
Long Side(In) NOA-NMNo. 18.1108.03
833N6 1 665/8 68 70 72 76 1 78 1 62 84 BB 92 Be 98 104 1118 111 Expiration D to 0112312024
24 +WO 1 +170 +1-70 +170 +170 +170 +/-70 +l-70 +170 +/70 +/70 +/70 +/70 +/-70 +/-70 +/-70 28"O.C.MAX 23-12"O.C.MAX By
28 +1-70 +170 +1-70 +1-70 +170 +/-70 +/70 +1_70 +/-70 +/-70 +/-70 +170 +/-70 +/70 +/70 +170 IF SHORT SIDE IS IF SHORT SIDE IS - MlamFeadb product Control
+f-70 +/-70 +/70 +(-70 +1-70 +/-70 +/70 +/-70 +/70 +1-70 +/-70 +1-70 +/-70 +WO +/70 +/_70 4('OR LESS
OVER40'
36 +170 +170 +170 +170 +/-70 +/-70 +1-70 +/-70 +/-70 +/•70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 PRODUCTREVISED i
36.3/4 +f-7o +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +1-70 +1-70 +170 +1-70 +1-70 +/70 I1 m c=plyins M!hft fid
r gCab
40 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/_70 +170 +/-70 +/70 +/-70 1 A�A-pttp-f
I 1 1 I SEE TABLE 10,
42 +1-70 +/7o +/-70 +/-7o +170 +/-70 +!_70 +/-70 +1-70 +/_70 +/-70 +/_70' +F69.8 +/�d5 28"O.C.MAXI I I I SHEET 6 FOR 0n�° C r 19
44 +/-70 +/-70 +170 +170 +/-70 +/-70 +/-70 +/-70 +/-70 +1-69.6 W-G0.6 +/•67.7 +1-67.3 IF LONG SIDE IST 1 ANCHOR
9 46 +1-70 +/-70 +170 +170 +/70 +1-70 +1-70 +/-69.4 +/{68.7 +W6 +/•66.5 +/�5.6 �"OR�� I I t I QUANTITY,SEE �
v I I I M i
rn 48 +/70 +/-70 +/-70 +/-70 +!70 +1E9.9 +/.&9.1 +/.67,8 +/-67 +1-65.8 +1.64.7 I I t TABLE 1,SHEET 1
I I FOR ANCHOR
r 60 +170 +/-70 +/-70 +/70 +/70 +/18.4 +117.8 +/16 +/.65.4 +/14.1 TYPi I IE' _
52 +1-70 +1-70 +1-70 +/-70 +/19.1 +!417.1 +/16.2 +114.6 +/13.9
i C)No ES THIS SHEET
5 +/-70 +/-70 +/-70 +/ 9.2 +/ 8 +1 .9 +/ 5 +/ 3.4 JR-04M(111723.12O.C.MAX I I I
66 +/-70 +F70 +/-69.7 +1163 +/17.1 +114.9 +/13.9 IF LONG SIDE IS
58 +/70 +/70 +119 +117.6 +116.3 +1.64 OVER40'
60 +1-70 +119.6 +1-68.5 +1.67 +115.8 ��
62 +/70 +/-69.2 +118 +/-66.5 tYMAX(LONOBIDE)
63-3116 +170 +119.1 +117.9 +/ld2 J1 ------- In Y
66-5!8 +/19.1 +118.9 (SHORTSIDE) t f~---- -� CI
(WIDE STILES AND WIDE (`] tUy�
RAILS SHOWN ON SIDELITES) 0 J o
OC
Z LL C3
TAHLE 9: Z°D o
a
e
Sldeilte/TransomDesign Pmmvre,psPiorGlassiypesb,687 0
28"O.C.MAX 23-12•D.C.MAX t` K J
Long Side(in84 IF SHOROR LE IS � IF SHORT SIDE IS �Z� °u 0 LL I
633!16 665!8 68 70 72 76 76 82 64 88 82 98 98 104 108 111 40"OR LESS OVER 40" C U
24 +/70 +/,-70 +/70 +170 +!70 +170 +1-70 +1-70 +/70 +/_70 +/-70 +170 +/-70 +1-70 +/70 +/70 ---- ---- ----
U3
28 +1-70 +170 +170 +170 +170 +/-70 +170 +1-70 +170 +170 +l-70 +/-70 +/70 +1-70. +/-70_ +170 ---- w I
----------
0
32 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 +170 +170 +/-70 +1-70 +/-70 +1-70 +/70 +170 +1-70 +170 ® � 0 � !sags
36 +/_70 +l-70 +/-70 +170 +/70 +/70 +1-70 +/70 +/70 +/70 +/70 +/-70 +/_70 +170 +1-70 +170 I t I 1 SEE TABLE 10, ❑ D. (n I
28.O.C.MAX I I 1 1 SHEET FOR 2 r/7 z
303/4 +/70 +/-70 +1-70 +/-70 +1-70 +f 70 +170 +/-70 +/-70 +/.69,9 +119 +!-6113 +117.9 IF LONG SIDE IS I ANCHOR U W Z
40 +/-70 +/70 +1-70 +170 +/-70 +/70 +/-70 +/19.8 +/.69.3 +/18,3 +117.4 +118.7 +166.3 40*OR LESS I I I I QUANTITY,SEE ¢ Z °IO°s I
+117 +166 +/15.1 TABLE 1,SHEETI °- X 0. I
42 +/-M +/-70 +/-70 +1-70 +/-70 +119.5 +/18.8 +/17,8 FOR ANCHOR l+• Z 'un, I
.9 44 +/-70 +/70 +/70 +170 +/19.1 +117.6 .+1.68.8 +/15.8 +/-65 +1.64 I I I I i TYPE.
$ 46 +/-70 +170 +169.4 +1-68.4 +/67.4 +115.8 +/15.1 +113.8 +/13.2 1I II I 1 I Z W 0
f° 48 +/-70 +/68.8 +118 +116.9 +118 +1$4.3 +/-63.5 +1622 - � I 1 I j ❑ LL
coo
t 50 +169.9 +167.6 +166.8 +/65.7 +/64.7 +112.9 +1621 IF LONG.C,MAX I I I I a111 •°sap sauaS
rn IF LONG SIDE IS 1 I I I
62 +119 +1.68.8 +/15.7 +l-64.6 +1.63.6 +/11.7 - OVER 4o• i i i i ��� NY LYN/`/ //j�,
54 +/68.3 +165.7 +/14.8 +/13.6 +112.6 I 1 - 1 I ----- 0•,... - �i.
L10EN •((
12'MAX(LONG BIDE)
56 +117.7 +165 +1.64.1 +/12.9 -------------- No.58705 I
58 +/17.3 +/-64.5 +113.5 6'MAX ----------- `
(SHORT SIDE)
(NARROW STILES AND NARROW p N I-17-
633/16 +166 6 RAILS SHOWN ON SIDELII'ES) i0 I ATE F ;'ke
F<ORIDP.••'•�"z
I
NOTES: j70NAL��,```
1)NARROW OR WIDE STILES AND RAILS MAYBE MDCED WITHIN THE SAME SIDELITERRANSOM OR MULLED ASSEMBLY. 11/111 t I I11` I+
2)SIDELITE/TRNJSOM MAY BE A SINGLE,STAND-ALONE UNIT. - _ A.LYNN MILLER'PZ
{
3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
P.E.>F 56705
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FD-5555 h NTS y 6 OF 12 W
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EMBEDMENT 1w INSTALLATION PRODUCT RENS
$HIM z3 OPTION I as complying with It
INSTALLATION ANCHOR$ Building Cde
EDGE 16
DISTANCE INTO 2X WOOD NOA-No. 18-1
13 Expiration 0a. 01
67 UMl--0ad0 PMdUC
TYP.ANCHOR TYPE, 3
.EMBEDMENTAND
EDGE DISTANCE PER 33
SUBSTRATE,SEE PRODUCrREV(SED
TABLE 1,SHEET 1. .=Ywgwitbdwnm
B 'gCodc
ACWPMnm M
I ANCHOR PER HINGE Dtft
TO BE THROUGH By
SUBSTRATE.MIN.#10
FLATHEAD SIMS,SEE
TABLE I.SHEET I. 72
5 IXTERtOR 14 15 9 47 48 3 e C)NO CHANGES THIS
70 DETAIL An 28 19 JR-04110117
2X WOOD BUCKSTRIP
OR FRAMING,SEE ALSO SEE BELOW EXTERIOR
NOTE 2.THIS SHEET DETAIL U1
• TYP-ANCHOR TYPE.EMBEDMENT >
AND EDGE DISTANCE PER
SUBSTRATE,SEE TABLE 1,SHEET 1.
TYF.ANCHOR TYPE,EMBEDMENT AND AVOID INTERFERENCE WITH CD C4
EDGE DISTANCE PER SUBSTRATE,SEE OPPOSING ANCHOR 13Y CHOOSING 0 ;7
TABLE 1,SHEET.1. THE CORRECT LENGTH OR TYPANCHOR TYPE, TYP.ANCHOR _j"r cn n a
EMBEDMENTAND 0 Ee c)
EMBFDM 114* 18
STAGGERING LOCATIONS. .23 EMBEDMENT AND EDGE EDGE DISTANCE PER z
DISTANCE PER SUBSTRATE, 18 =
23 10 SUBSTRATE,SEE , N
T— -- ; Ill 2 co
SHIM SEE TABLE 1.SHEET 1. 23 10 TABLE 1,SHEET 1. 4�4
EDGE :,
DI 16 1.
STANCE Z
I ANCHOR PER HINGSTOBE
tIr
THROUGH SUBSTRATE MIN.
#10 FLATHEAD SMS WITH C
MIN.3 THREADS BEYOND
INSTALLATION METAL SUBSTRATE. 52 <
OPTION 2 ��; 41 23 m
INSTALLATION 1: .4 71 7 C
C
ANCHORS DIRECTLY
INTO MASONRY.
c
Uj
t' 0 FF
26 4 u
72
4
SMRIOR 32 EXTERIOR 47 48 atU
I'FRENCH DOOR MULLION 18 70 15 20 28 LYNIV
DETAIL 1,WCHOR PER HINGE TO BE THROUGH EXTERIOR
SUBSTRATE.
MIN,3716*FLATHEAD DETAILO DETAIL 1?4p
ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1.
No.58705
INSTALLATION NOTES,'
1)USE ONLY SUBSTRATE-APPROPRIATEANCHORS LISTED ON TABLE 1,SHEET 1.
FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM.
..
21 WOOD DUCKS DEPICTED ON THIS SHEET AS-IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-If.IX WOOD BUCKSARE OPTIONAL IFUWrCAN BE INSTALLED D(RE6TLYTo . ....... •
AUTHOR"HAVING JURISDICTION. i
MASONRY,WOOD BUCKS DEPICTED AS 7X"ARE 1-1f2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OP WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BYTHE AIAL,
3)IFORATTACHMENT TO METAUTHE STRUCTURAL MEMBER SHALL BE OF ASMETO PROVIDE FULL SUPPORT To THE FRAME OF THE DOOR,SIDELITE OR TRANSOM.
//fill% %'
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPUES To THE WHOLE SYSTEM. A.LYNN MILLEF
TYP.ANCHORTYPE, INSTALLATION
EMBEDMENT AND EDGE 1/4• PRODUCT RENEWED
18 23 -OPTION 4 a9 complying DISTANCE PER SUBSTRATE, MAX, p Ing with the Florida
23 10 SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIM Building Code
DIRECTLY INTO METAL NOA-No. 18-1108.03
EDGE Expiration
1 ANCHOR PER HINGE TO BE DISTANCE 0112312024
16 I THROUGH SUBSTRATE.MIN
Ilfl *10 FLATHEAD SMS WITH 67 Miami-Da Product Control
—1- By Da 4
MIN. THREADS BEYOND DOOR
1
METAL SUBSTRATE. VISIBLE LIGHT �•+—
71 29
5 WIDTHOLO) 7 23 PRODUCIRBVISM
ascaaply D whbmo FOlvita
TYP.ANCHOR gmld-m4 LbAe
TYPE,EMBEDMENT Aceeptmao ldo{
ANDEDGE Dne (q
DISTANCE PER.
SUBSTRATE.SEE Ely
TABUS 1,SHEET 1.
52
EXTERIOR 3 3172
EXTERIOR 48 -O C)NO CHANOESTHIS SHEET
1'FRENCH DOOR MULLION 70 � 47 20 28 �' %1U/17
DETAILD 18
MIAMI-DADS APPROVED
MULLION(SSE SEPERATE U
NOA).ALUMINUM,STEEL d
DETAILQ FRAMING OR STEEL STUD. 3 ^aa
of Y
INSTALLATION OPTION 3 DOOR FRAME WIDTH o (0
INSTALLATION ANCHORS THROUGH }n aJW O
TYP.ANCHOR TYPE,EMBEDMENT AND EDGE TYP.ANCHOR TYPE.EMBEDMENT 00 a 3 y Cn u7
1X BUCKSTRIP INTO MASONRY. AND EDGE DISTANCE PER m S"� O
DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET p
I.AVOID INTERFERENCE WITHbPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. O�o
EMBEDMENT TYP.ANCHORTYPE, 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH ' EMBEDMENT Z m eS^. -�
-1/4' EMBEOMENTAND -fT— 1/4' =LLQ
OR STAGGERING LOCATIONS. I .. U U m' ®� B
MAX EDGE DISTANCE PER MAX W_ -FN
-? SHIM 23 SUBSTRATE.SEE 23 10 ? SHIM F-ZW v WU
EDGE TABLE 1,SHEET 1. EDGE - p 7
DISTANCE "^ DISTANCE .^m-Z o U
TYP.ANCHOR �f 1 a m
TYPE, 29
31 5 41 ® N O
laays
EMBEDMENT 33 p w H
MID EDGE = O Z
DISTANCE U
PER G W
SUBSTRATE. O LL g m
SEE TABLE 1, Is
•SH
EET 5 F N
o UUUJJ �! U Z_ fn o
EXTERIOR u_
CONCRETElCMU _ 3 31 "- 4 EXTERIOR ap!1 ', seua
PERANCHOR
1XWOOO - CONCRETE/CMU 32 V �1 r
--- -—REQUIREMENT_ _ _
BUCKSTRIP, SIDELREITRANSOMFRAMEWIDTH -- - - PER ANCHOR 17 ����Qp1Y LYNN '�i,
EXTERIOR 18 $J�
SEE NOTE 2. REQUIREMENT -_
THIS SHEET. AN
DETAJO DETAIL DETAILQC OPTION N
`�' 6'•'•.1��
. INSTALLATION ANCHORS =*: N0.58705
DIRECTLY INTO MASONRY.
INSTALLATION NOTES: '
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1.SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON
ANY SIDE OF THE DOOR,SIDELITE ORTRANSOM.
2)WOOD SUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 142•.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO ��CCS' F�OR10P.••'G\?��
MASONRY.WOOD BUCKS DEPICTED AS*2r ARE 1-12'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY THE
AUTHORITY HAVING JURISDICTION.
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE FRAME OF THE DOOR,SIDEUTE OR TRANSOM.
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER P.E.
' P.EN 58705 '
INSTALLATION OPTION 3 INSTALLATION OPTION 4 PRODUCT RENEWED
INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH
IX BUCKSTRIP INTO MASONRY. as Building
Cod with the Plorfda
EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE BuiidPnS code
_ DISTANCE DISTANCE NOA-No. 10.1108.03
Q (� CONCRETE 2X WOOD —'"" - EXPIratton 0419 0112312024
4 f}J} 32 18 PERANCHORy.L•''• " •...<. BUCKSTRIP // _
REQUIREMENT ' OR FRAMING, By� f
! 1 ...r.;:�, .•ti '° ~• EMBEDMENT SEE NOTE 2, EMBEDMENT MIS
ml-Da a Product Control
THIS SHEET
' 23 1X WOOD
NOTE 2CTH�SHEET.IP,SEE 23 !X WOOD SUCKSTRIP,SEE NOTE 2,THIS SHEEL [BY
RODUCTREVJSED
23
1t4"MAX SHIM wd y4 �Ftmhtr
it4'_MAX SHIM 1pS '
18 25 ft
oa7r mpmo l o • �+t
f
10 — .. 16 . 1 iA
I TYP.ANCHOR TYP.ANCHOR
16 TYPE,EMBEDMENT TYPE.EMBEDMENT
1 i
ANDEDGE EDGE o
TYP.ANCHOR TYPE. 2B DISTANCE PER DISTANCE PER C)REVISED 922-JR•OM10f17
EMBEDMENT AND EDGE SUBSTRATE,SEE SUBSTRATE,SEE e`
DISTANCE PER SUBSTRATE, !t SEE TABLE 1,SHEET 1. 31 TABLE 1 SHEET 1
SEE TABLE 1,SHEET 1.AVOID I i DETAIL,
L,SHEET 12 -
II
• INTERFERENCE NTH
.
OPPOSING ANCHOR BY 6 3 LU d C) U
.0
CHOOSING THE CORRECT f. SL
LENGTH OR STAGGERING I
LOCATIONS. DETAILIn 6 3 "0' r
EXTERIOR - t}').N :, eloa Oui
a DETAILLK M G q d
a
z LL ~
ui r
SIDELITEI W co <.It unap ,oN
41415 TRANSOM
OWINDOW GVISIBLELIGHT FoDETAILH LIGHT HEIGHT - o aorta
i HEIGHT(DLO) HEIGHT(DLO)
DOOR 41 Q
33 FRAME
HEIGHT Sn O0 co
Faeyg
EXTERIORi-
INSTALLATION NOTES., /t-r U
LU
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR 1 j DETAIL `t' DETAIL L um.
TABLE 1,SHEET 1.FOLLOW EMSEDMENTAND EDGE DISTANCE �-•� An
An
LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON V'• 1 I y F•>r,• j1j
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. I j INSTALLATIONTYP.ANGHOR O Z 4) 'W
II - �/'
- 2)WOOD BUCKS DEPICTED ON THIS SHEET AS•t)C;ARE I I OPTION Z TYPE.EMBEDMENT EL
AND EDGE eq1 ara0 seises
---- --BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-112'.1X .INSTALLATION t4-
TAATI OILY DISTANCE PER -ny-t• t
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 !1 I _ ANCHORS I 22 23 29 SUBSTRATE,SEE 1111 7�,
DtRECTLYTO MASONRY.WOOD BUCKS Dt31CIEp AS-JX ARE INSTALLATION ANCHORS TABLE 1,SHEET 1.
fill TYP.ANCHOR INTO MASONRY.
1.11r THICK OR GREATER.INSTALLATION TO THE SUBSTRATE I TYPE,EMBEDMENT O.•QENS.�I/� ��' —.—
INT02XWOOD. AND EDGE
OF WOOD BUCKS TO BE ENGINEERS)BY OTHERS ORAS 24 T I DISTANCE PER 1 !f4"MAX.SHIM OR tl •.•P
APPROVED BY THE AUTHORITY HAVING JUWSDIC710N. SUBSTRATE,SEE 23 3.4 KSI NON-NON-METALLIC RIKK. Z*: No.58705 *r
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER 2 TABLE 1.SHEET 1. GROUT.FULL
SHALL BE OFA SRE TO PROVIDE FULL SUPPORTTOTHE ❑
FRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH 1t4'MAX SHI t LENGT41Z-
4)
" ..
--•'� / 41Z- 7
4)IF APPLSCABLE.LOWEST DESIGN PRESSURE FROM DOOR. ... .+'•,. 1 ia�t� •.,!s(OR10A.••'•�'���1 c
SIDELfiE,TRANSOM OR MULLION APPLIES TO THE WHOLE 2X WOOD BUCKSTRIP ,.••=•..-'1 EMBEDMENT CONCRETE PER :` ".•a •EMBEDMENT - �SS�
SYSTEM. OR FRAMING•SEE ``-`-•^✓ ANCHOR iii ONAL
NOTE 2.THIS SHEET REQUIREMENT
/,till i 11111
EDGE DISTANCE -•�-+--+-j - EDGE DISTANCE A.LYNN MILLER,P.E.
P.E'#58705 '
PRODUCT RENEWED
as complying with the Florida
Building Code
44.922' 2281". �- -� NOA-No. 16.1108.03
4.565 t rr••���r-�I
Expiration Da 0112312024
3.825' -� 1.457" 075 D'
I
Miami-DaWe Product Control
By
sob" o7s• ❑ ❑
.187" -.-I •3,2' 1.750•
1.000" �,�,n 1.375' I
�i ME3q 1 1 OSIDELITEADAPTER PRODUciR6visFn
u L! 1 111 #20003,Rigid PVC
B'IdI gCode i
FRAME HEAD&JAMB. FRAME SILL PANEL RAIL&STILE qNa�T O O j
#20000,Rigid Cellular PVC O#20001,Rigid PVC O#20002,Rigid Cellular PVC Due
3.979° By �
rP
.182' 3ducri PioAt!
�-�• 1.503• ►{ 1500' 2.148" {,-2.488'
1.097'
°„FQRE-SED#22-JR-&Vl01l7 I
.374• z"
.278'
I
U
LU z
.080' 3.564" .080' 3.518' .080• 3.518• .100" 4.561" . 9 C Y
3518' Ir q r4'
.080' Ir
.080' 3.918' N g clop N U
LU
O "u��
J
I II Zu-m S� I
.B88• �- � �'1.1.075•U U U p
HINGE STILE TOP&BOTTOM RAIL PANEL STILE FLU
`o i4 K
O O -+-� 1.075• -►� 1.076" 1.000' r u [-
O REINFORCEMENT REINFORCEMENT REINFORCEMENT o Z v N w
#20013,6063-T6 #20014,6063-T6 #20015,6063-T6 O ACTIVE O INA O 1"FRENCH L
ASTRAGAL ASTRAGAL DOOR MULLION z O
6063-T6 #20017,6063-T6 #20022,6063-T6
o#20016, j
1994" 1.258' ® w 78845
A= 1.140' 1.140' I}r-
-t'---IIF- -T'L--{II- �•-� 1.450" }�-• r-A75 p�� .060' i�I
1.359" .062' 28}T1' 28TT1' I 1810' -1-cul . .37}T5"I - .773''I -►{I�- .062' U In
.070 .840' I rte' 1.625° LrL e1 0 Of p apps !
LO
INACTNE BEVELED OGEE FRAME SCREW ADD-0N 1°MULLION ACTIVE U.
7 '°
19 ASTRAGAL COVER 14 BEAD 95 BEAD 16 COVER �? FIWFLANGE 18 CAP 19 ASTRAGAL COVER z U)
#20004,Rigid PVC . #20005,Rigid PVC 420006,Rigid PVC #20007,Rigid PVC #20006,Rigid PVC 0009,Rigid PVC #20011,Rigid PVC OLL
alit .ua0 saua5
-- -- --- --- --. - - -
935. ,.012• 1.62S' -sor F� __ �•� pNY LYNy
zees•
•�" I-+ 1.975 -�{� I I 0.126' 1 .930'. 1.o41'ii „ ••�= 1{
.366' .364•I I T1 .723° �7� J .0� 161 -1k:/�. No.58705
.959- .,91' J MIFF .063• 299'
.062 T f
SINGLE DOOR THRESHOLD ANCHOR THRESHOLD HINGE TRIM 7716"SQUARED
20 ASTRAGAL COVER O COVER 23 PLATE 24 CAP 25' DRIP CAP 26 COVER 27 BEAD ��c�s F�ORIDP..•' ��'�� }
#20012,Rigid PVC #20057,6063-T5 #19031,6063 T8 #20020,6063 T6 #20021,6083 T6 #20023,R(gld PVC #20047,Rigid PVC ��' ONALIENG�1 }
A.LYNN MILLER,RE i
ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. P.E#6870.5 I
i
3
TABLEII:
• PGTparto Description Material DOOR HEAD 23 62 91 PRODUCT RENEWED
20M 0w&M9M7Fjm-mMm1nFQ= -Bav"r Building With the Florida
2 - 0&1—D=Frame SM ft1d PVC DOOR PANEL HEAD Building Code
3 20= P.MISM&RO 'COMAVPVC 1
8 19 NOA-No. 18-1108.03
---FD�Sid ft Adrotar id PVC
55i-3 MOD Stft K04ftfoorwrant AIM..6063-75 3 Expiration But 01=12024
2X14 Parvi Rul ffthWeermard Alarm,6DS3-Tr
T .7-=
20015 Panel SM.Rat A11M.6063-78 M13MI-Daft Product Control
MS AeftAstritgral R!�Pvc
20017 k--tM Aotto ial28
10 ZX= 1IF"InchowAran,WQC,7 1
f3---25rOW—hactImAstrji;3fCr Rigid Pvc 34 PRODUC17REVISEID
V 20M I-111tr BeW 5"d id PVC 4 23
is--05066 1-1116•00"&ad— lugw PVC Building ewe
id 20007 Saewcxswr R1gW PVC 3 A.-pe
I7 24008 AddPV-
.L8 2=9 1-Mu(I Cap
= �
19 21 A.Ma TW Cowt 0 MwLco BY
2D 2UM2 S�neDwrftftp]Cwmrr RymPvc DOOR 3
22 20057 Thmhold Dow Allen,6063-7M 76
23- i9M-- 1 Xr.ha—Pfa% Alum.,606S- 1JAMB
24 20020 Ifteshold Cover
Mm.8083•IS
25 M21 0mcaP F091d PVC C)RE\/ISED#22-JR-D4/1Df17
20 20023
Tttm
27--�z me.smame,Bead PVC
PVG
28 Fm W0aVmMtrfD 35 67
29 167V3 I.nteaTt!p dU
StQ4daS StDOI OR PANEL > 14 0)
31 714FPT41M(W P—"-Wide Step Screw.'414 XI-Ir.-PhFK I&1&62Y aQ-SWk�Sbl 25
32--7S-101X Fm=4"z.SStab . M b Spew.410 X 1- FK 2V O.r- DOOR
A 7MFPT410 Ph.FH.Ir as i S 1111 Stoat R
34 71CIX�PAX Xr ft FH 70 HINGE STILE
stainim. 0
35 714FPT41t00N 5HbAstemtly 6asN:#"X1-VZPh.FH Stainless >. atop
Sew DOOR PANEL 0 0
35 71420)e.25 Sub 4X2-114'Ph.Fn staw—Stoat 0
41 20026 V-44 LOCKSME d -1
0
-42 z to re
43 Atpon tis ao
as s&51ao trot Men i
45 Ui T7 2 79-
z DO
16W Isamv SWA 911w x 4-x 31161,8511.5iea, 2, :A, w —
--1614-1 Brock V.-x 1*x Mir,85+/- 1 33 1--
BOM.T"12.Short 12
147.73—MARfARPO , INSTALLATION 04
19ol 20033 1 hl-Mr,A. ANCHOR U) -
M 1 2=5 IAUw A55.11 Acdal z 9 a 2 11
71 0
ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION Fi m -
SOLUTIONS USA,INC OR VISION EXTRUSIONS,LTD. It 0 -
ANCHOR D.C.DIMENSIONS SHOWN AS MAXIMUML11 INTERIOR
0
N, 72 96 f2 6� <
E Z
k 33 z
a
" -1-n
DOOR 0 - w w
U- w R5
JAMB 29 1-1 5� z is ;I
z6
DAYLITE OPENING(OLO)SIZES 3
—WHENUSING PART#3:(WIDE RAILS ORSTILES) 24 -ao ."s]
X DOOR FRAME HEIGHT-12.1=DLO HEIGHT
XDOOR FRAME WIDTH-12-3 OLD WIDTH
r DOOR FRAME HEIGHT)-12.1=DLO HEIGHT SIDELIT 34 LYNAv
XX
DOOR FRAME WIDTH 12).1l.S-OLOWIDTH
JAMB
SLTITR FRAME HEIGHT-12.1'=DLO HEIGHT
SLTITR FRAME WIDTH-12.1=OLD WIDTH 68705
FRAME
N0
WHEN USING PART#4.(NARROW RAILS OR STILES) - .
DOOR 6 ir
t
SLTfrR FRAME HEIGHT-4.9 OLD HEIGHT
SLT/TR FRAME WIDTH-4.B DLO WIDTH BILL -0
zz
SIDELITEURANSOM �'��SS/tj aa'oP���2�
34 31 SILL WNVIDE FRAME
(HEAD SIMILAR) A.LYNN MILLER,P.E.
PRODUCT RENEWED
HARDWARE DETAILS$LOCATIONS as complying with the Florida
5,5 53,55 Building Codo
47-49 62,63 NOA-No. 18-1108.03
60 66 Expiration Date 01/23I2024
67
70-72 By
Miami-Dade Product Control
• 52,54
/ � / ODUCT REVISED
as umplyi"B wiW die FlWfda
EQUALLY- BuilCode
SPACED �60P�N"
/ 47 49 / \ MByi
ML mi
EQUALLY- „C)NO CHANGES THIS SHEET
SPACED JR-0,VIGM7
p. O
\ \ / a V
'dmg
U)
EQUALLY- \ MAX \ / } aiW
SPACED C7 N g O Lul
O
\ / OR J o n O
1 Il \ __T Z -r �
10" \ U LL
a
MAX MAX. I'_Z DMO
TYP. 70-72 70-72 J m
"X"CONFIGURATION "XX"CONFIGURATION \ 61 z o w w
aJ °
SEE DETAIL, m a
TABLE 12: TOP LOCK K F¢-•
SIMILAR m 00 w Nw3
# PGT PartAk Description Material ® m 0
47 666032701 P3000 3-PT Rh o Lock(68"),Amesbury Inc, Mnless Steel HINGE DETAIL:
_ H
48 666032702 P3000 3 PT Rhino Lock(over 6.8'),Amesbury Inc. Stainless Steel 70 ~ -) Z
49 71032XIFPFX Rhino Lock Screw:10-32 X 1"Phil.FH Stainless Steel w °'D's l
52i78O36
Adjustable Strike Plate Assembly,Amesbury Inc. Stainless Steel o u_ Z � i
53 Center Strike Plate Assembly,Amesbury Ina Stainless Steel �- C7
54X Strike Plate Screw,()q:#10 X 1'Phil.FH 410 S.S. v > to t3
j
55 HUX Strike Plate Screw,Wg:#8 X 1/2"Phil.FH 410 S.S. LL i
6002 Flush Bolt
61 5 Flush Bolt Rad()OQ624 Flush Bolt Guide pOQ 4 ���` N(LYNN �I'l1
63 PXP Flush Bolt Guide Screw.B32 X 1/2"Phil.FH '64N Guide PinOCENSF658 Flush Bolt Strike Plate ,Amesbury 1- eel Stainless St
66 7832X12FPXP Flush Bolt Strike Plate Screw,(XQ:#8 X314'Phil.FH 410 S.S. O O _ Na 58705 l
67 ries Handle/Lever 0116'
ca -
66 varlas Dummy HandlelLever I BEYOND j j - :til '-7t�� ZZ
70 20025 Butt tinge,Amesbury Inc. Stainless Steel Y� 4' PANEI i T �[U,
O'. ATE ff
71 71032X1FPFX Hinge,Slab Screw.010.32 X 1"Phil FH StaWess Steel % CC ''•2ORIOP,.•'��`
72 7S101X Hnge,Frame Screw.#10 X 1"Phil.FH Stainless Steel FLUSH BOLT DETAIL i�S •••• G
S
NALv%,vvit
v`�
A.LYNN MILLER,P.E. l
P.E1158705 S
1
I