HomeMy WebLinkAboutNotice of Acceptance (4) RMEWED
^"
ODE
D p PLCIE IA q
MIAMI•DADE R�����/ D COM-DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
EMA
DEPARTMENT OF REGULATORY AND EC OMIC ESKER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION D ON T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OAFip permitting - www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive ry"
North Venice,FL 34275 L
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
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:Series"FD-5555"Outswing PVC French Door w/&w/o Sidelite and Transom—L.M.L
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.
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.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number.preceded by the words Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA 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.
� 2 .
12-/�/���
MIAMFDADE COUNTYf NOA No.18-1108.03
iExpiration Date: January 23,2024
Approval Date: December 20,2018
Page 1
t a
c
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
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/FD-
2770 PVC double entrance outsv ing 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 NOA 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,P.E.
Product Control Examiner
NOA No.18-1108.03
Expiration Date: January 23,2024
Approval Date: December 20,2018
E-1
PGT Industries.Inc.
.NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
B. TESTS(cowpajm)
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 5t1
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: January23,2024
Approval Date: December 20,2018
E-2
l
t ,
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMTITTED
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
"Kuraray SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,
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 NOA 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 01/2. 3/19..
(Submitted under NOA 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)
8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal
Conductivity 0.881 BTU-in/ hr.-ft?°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.-ft--'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 SUBAMTED
E. MATERIAL CERTIFICATIONS(CONTINUED).
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 51h Edition(2014) and FBC 6'
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.
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&SIDELITEITRANSOM(SLT/TR) SEE SHEETS 485 MISSILE IMPACT RESISTANCEBuliding Coda
TABLE 1 NOA-Nm 18.1108.03
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, Group Anchor Substrate MIn, Min. E>�iration Dafe 01123/2024
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Dletence ce Embedment By
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. A 3/161 Elco Uhrecon Ungmuled CMU,(ASTM Com) 1° 1-1/4° ..EPaee Product Control
UngroUted CMU, STM C-90) 2-112" 1-114°
3)FOR MASONRY APPLICATIONS IN MIAMFDADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. P.T.Southern Pine(8G=0.55) 1/2' 1-3/8• PRODUCTRMSD
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU•S)OF #10 Steel SMS(G6) Aluminum,6063-75' 5/16° 0.06'3° 0 avepyf avAthllrFlnfst
NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN.1.9 KSI AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. #10 410 S.S.SMS B,*I& Code
#1018.8 S.S.SMS Steel,A36• -'5/16° 0.063° Aeaepmnc6 No
4)MASONRY ANCHORS MAYBE USED INTO WOOD AS PERTABLE 1,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1W THICK Steel Stud,A653 Gr.33° 6/16" 0.067 L{
ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO B SO=0.55) 112° 1318°
SUBSTRATE P.T.Southern Pine WOOD BUCKS DEPICTED AS 2X ARE 1-V2'THICK OR GREATER IX 2X BUCKS(WHEN USED)SHALL BE ( By
DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 3116'Elco Ultmoon Grouted CMU,(ASTM C-90) 2-1/2" 2.1/4°
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Concrete(ifilm 285 ksl) 1' 1-3/8'
6)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT AT 3.4 KSI MIN. 14'Elco Ullman Unglouted CMU, ASTM C-90) 2-112" 1-114° g C)UPDATED TO FBC 2017,
PER ASTM C1107,(DONE BY OTHERS).MAX.114°SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH P.T.Southern Pine(SG=0.55) 9/16' 13/8' ADDED SPACER DWGS.,
OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD, #12 Steel SMS(GS) Aluminum,6063-15' 318° 0.071' z" REVISED#22-JR-W10117
30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE #12 410 S.S.SMS
AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FSC. #12183 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• 3/8' 0.071"(14121a) M U
LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS SHEET.NARROW JOINT SEALANT IS USED ONALL FOUR P.T.Southern Pine(SG=0.55) 1' 13/8' W of '^ail
CORNERS OF THE FRAME.EXTERIOR INSTALLATION ANCHORS SHOULD BESEALED.OVERALL SEAUNGIFLASHMG STRATEGY 1/4'Eloo Ultmcon Grouted CMU,(ASTM C•90) 2.1/2° 1314°
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE C
INSTRUCTIONS. Concrete In.2.85 ksi) 1" 13/8' }nqe0 30 LO
Concrete(min.3.35 ksi) 1" 1314' 0 a
7)MAX 1/4-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE 114"Elco 410 S.S.CreteFlex O d' CO ui
Ungrouted CMU,(ASTM C-90) 2.1/21
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO p
RESIST LOADS IMPOSED ON THEM BY THE DOOR SIDELITE OR TRANSOM. P.T.SouNem Pine(SG=0.55) 1" 13/8° Z LL m
=Uj
114'Elco 18-8 S.S.AgQlel3ator Concrete(min.3.27 kat) 1-112° 13/8' U U Z m o e
�
6)DESIGN PRESSURES: WW m -ary
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. Un9routed CMU, STM C30) 4' 1-114' F-• 'Y' � arta
S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS1/4°Elco Ultracon Concrete(min.2.85 ksi) 2.1/2' 1;3/8• 4 .-
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. D V4° Elco410 S.S.CrateFlex Concrete in.3.35 ksq 2-1/2" 1314° Z to v
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ILL
9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE :-
REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE TABLE 2 Of
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Type Description Whore Used: ® O mays(INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE # W F i
1 13!16'Lend.IG(1/B'T-11/18"Air-1!8'ANN-.080'PVB-118°ANN) Door U ~O Z
10)ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA,INC.O R VISION 2 13/16'Lem!,IG(3116'T-6/8"Air-11W ANN.-.090•PVB-118'ANN) Door � Z Z i3psEXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLYWITH THE FLORIDABUILDING CODE FOR PLASTICS. 3 1 1('Lend.IG(118'T-9118"AIr-3/18"ANN-.OBD'SG-3/16"ANN) Sidelite/Tmnsom U. LUO LU 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE 4• 1 16'Lend.IG(3/16'T-112'AIr-3/16'ANN-COT SG-3/18'ANN) Sldelite/Transom �1z}REFERENCES: 6 1 1('Lmnl.IG(118'T-9/16'Air-3flWANN-.090'PVB-3/18"ANN) SldellteWTEST REPORTS:FTL-7339,7371,8715,8716&8717 0 1 16'Lend.IG(3/18'T-i!Y Air-3/16'ANN-.090'PVB-3110"ANN) Sldel[te/Trensom CD NOAS:ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOAS,ENERGI FENESTRATION SOLUTIONS USA INC.OR 7 7/16'Leml. 16'ANN-.09('PVB-3118'ANN)
VS-ION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHRE)RIGID PVC NOA AND
BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA 'ANN' P�D �`�`71011Y LYNIyI
13)THE 5555 SERIES IS ALSO KNOWN AS THE 556 SERIES. •PVB'-.090'TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA INC. �`•`.>r .'1 S•.,•• ��
'SG'=.010"SENTRYGLASO INTERLAYER BY KURARAY AMERICA,INC. 1• 6
GUIDE TO SHEETS: SEE SH 3 FOR SPACER INFORMATION. `
Matellsl Min Fr MIn Fa 1 �. No.WM
Steil Sc9vr 92 ksi 12D kn GENERAL NOTES................_....._. ,
ELEVATIONS.................................-.2
18.8 SOON 60ksl 95ks1CODES/STANDARDS USED:
GLAZING DETAILS..........................3 b. _
410 Sclev 90 ksi 1101st DESIGN PRESSURES....................45 62017 FLORIDA BUILDING CODE(FBC),6TH EDITION p:• !�!!!/� -
Fico AOQl`iet
eol® 57 ks1 95 k91 ANCHORS..........._...........................4.6
62014 FLORIDA BUILDING CODE FSC),STH EDITION 0 �/�
Elm UtmGwS 155 ksi 177191 INSTALLATION....................-..........7-9 •ASTM E1300-09
410 SS Soo CleteRex® 12/.4 isl 1837191 EXTRUSION PROFILES................10 6ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION -. I;�COAL _4
Elco
i S ••••••' ��
um
PARTS LIST......................-............11-12
-ALUMINUM DESIGN MANUAL,ADM,.== 'FI'?/ONAL \`
6001T5Awnin18 ksi 221st ' /1i 1111111`7 `
A30 Steel 38 ksi 5H ks CORNER DETAILS......._.._.............11 6AISI 5100-12
Gr.33 Steel Slud 33 ksi HARDWARE DETAILS...--...-...........12 6AISC 360.10 A LYNN MILLER P.E.
E.0 58705
PRODUCT
EXAMPLE CONFIGURATIONS as RENEWED
u Complying with tM Florida
40' Building Code
MAX NOA-No. 184108.03
38.V4' 78'MAX. MAX 3"4' -.•� 3 AX -.{I TVP. Explratlan D to 0112312024
MAX S' (38.79') 1'MULL I 1'MULL —� —►1 1.MULL
By
WIDTHSLAB
WIDTH Mlamde Produet Control
/ /I �, `•\ �, /' Bus� 0
At Como
88° •\ / /, mtioeDde �
/ HEIGHT .
` MAX.X. M
SLAB
AB (ALL DOOR o>o
HEIGHT CONEIQS.)
`\ ,\ ``\ /' `\ `'\ •�C)NO CHANGES THIS SHEET
`•\ •`\ ``\ % \ `•\ •�JR•04HOI17
11 I—A
z
•TYP.DOOR SLAB X XX OIX(SHOWN)OR AO O 0 ,h U
(VIIIOE STILES AND WOE RAILS (NARROW STILES AND WIDE •ABb
SHOWN ON SIDELITES). RAILS SHOWN ON SIDELITES). It
30.8 FT'MAX. 30.8 FT'MAX. 40"MAX31141C e7 W 3
.
DETAIL SEE SLHORIZONTALE RANGES FROM SEE SIZE RANGES FROM X O u?
HEFT TABLES 8 s,SHEET 6 TABLE 8 8 Q.SHEET 6 MULLION O y u?
• LENGTHc `� O O
. II 40° IMAX. / _ o •tea
78°MAX. MAX 4W
108.1H8" TVP. as
�{ to
1'MULL(X2) TMP• MAX )� 1°MULLDLO s W
Z� OZ O LL.
MAX MAX 1°MULL J m 0 ? Ioa 5
HEIGHT / HEIGHT ® Q O 4
OR WIDTH OR WIDTH 96*MAX
MULLION
A / / = Z
VERTICAL
U po
O LL J h
\ % u
0.Iwo SINGLE O SINGLE 0 OIO(MAXIMUM OF 2
MADE STILES AND WIDE (WIDE 3TILE3 AND WIDE (NARROW STILES AND NARROW MULLED SIDELITES) \��\ '� 1,10EN,gF• �! /moi
RAILS SHOWN ON SIDELITES) RAMN ON SIDELITES) RAILS SHOWN ON SIOELITES)_ MADE STILES AND NARROW 0/0 WITH 0/X WITH
RAILS SHOWN ON SIDELITES) HORIZONTAL. HORIZONTAL *r No.Spm
NOTES:
1)SINGLE DOORS MAY BE LEFT OR RIGHY-HANDED. MULLION MULLION •• *S
2)MULLIONS SHOWN ARE STANDARD 1'FRENCH DOOR MULLIONS PER THIS NOA (_DE STILES AND AND (NARROW STILESp, [y
3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING O .'
THER MULLION TYPES SEE SEPARATE NOA WIDE RAILS SHOWN AND NARROW 11
4)FRENCH DOOR MULLION IS LIMBED TO 98'IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS. ON SIDELITE 8 RAILS SHOWN ON �b111
6)NARROW OR WIDE STILES AND RAILS,MAY BE MIXED WITHIN THE SAME SLTnR OR MULLED ASSEMBLY. TRANSOM TRANSOM) /��(��'•�ORIDP,r'G�C;��
6)ADDITIONAL CONFIGURATIONS USING THE I°FRENCH•DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS //S�ONALS�N:`,`
A REFERENCE FOR SIZE LIMITATIONS. //1/i1-111
A.LYNN MILLER,P.E
P.E.#58705
GLAZING DETAILS
PRODUCT RENEWED
as complying with the Florida
Building Code
1-3116-NOM, 1.3!16'NOM. y � 1.9!16'NOM y � NDA-No. 18.1108.03
GLASSSTACK I --�I LLAMINATED-__ GLASS STACK GLASS STACK ' L__ 5GLAASS STACK.
GLASS STACK I I GLASS STACK 0 SILICONE ExPiraDon 0 0112312024
I`-18'ANNEALED GLASS GLASS
-XANNEALED GLASS GLASS
CLASS STRUCTURAL By
11118'AIRSPACE ,D90°PVB 5187 AIRSPACE 9/16'AIRSPACE .090°SO pOLYISOBUMENE 114"NOM. MIamF ade Product Control
090'PVB
• 118'TEMPERED GLASS 18"AN GLASS 1/8"AN EALED GLASS - 3/167 EALED GLASS WITH DESICCANT PRODI1Ci'RBVl9®
1 3/16'TEMPEREOGLASS 7!B'TEMPEREOGL/SS KODISPACE. � M� '
14 —L EXTERIOR 14 14 ExT.cuss 37 4SG TPS n
EXTERIOR 11/18' RI R 11N6" EXTERIOR 71110' 9
3 ' GLASS SITE G] 3 GLASS SITE 3 GLASS BITE .
By
INT,GLASS Mum
37 33 39 40 42 37 3B 39 40 42 37 38 39 40_ 42 ,
41 41 41
GLASS TYPE I GLASS TYPE 2 STRUCTURAL HOT-MELT BUTYL a C)ADDED SPACER DRAWINGS-
GLASS TYPE 3 'JR-04PID/17
USED IN DOOR ONLY USED IN DOOR ONLY TYP.NOE FRAME GLA23NG SILICONE '
DETAIL NARROW FRAME SIMILAR FOAM 3116'NOM.
WITH (�
1-V16'NOM - 1-3/16'NOM. 1�H6"NOM DESICCANT [LI co .°°b
GLASS STACK7116'LAMINATED GLASS STACK -{�.- —►{L�_ 7116'LAMINATED GLASS STACK• 7/18"LAMINATED EXT.GLASS 36 SUPER o:
GLASS STACK I GLASS STACK GLASS STACK IS SPACER® ❑ �' `� 17
9115'ANNEALED GLASS 311VANNEALED GLASS 3/16'ANNEALED GLASS 0 04 LO
7u
IX AIRSPACE .080'80 0116°AIRSPACE .090'PVB 1/2"AIRSPACE ,090'PVB N J M p LO
118'TEMPERED GLASS INi.GLASS O Ii c w ❑
3118°TEMPER®GLASS" 3118'AN EALED GLASS 3116' EALED GLASS 3/16' EALED GLASS Z m r
3H6°TEMPERED GLASS ' U 0 m a
14 ERIC 14 EXTERIOR 14 x D
ENTERIOR GLASS
S ��• ASS S ASS S F{{iVi.`r D/nD
4 GLASS SITE a 4 Q GLASS SITE a Q GU199 SITE ALUMINUM r> J
' REINFORCEMENT 'o Z� $ N
LL
37 39 39 40 37 39 39 40 z❑z 0
�0 37 38 39 40 U 5/16"NOM. Q
1 42 - 1 42 41 BUTYL& '-
41 41 DESICCANT
GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 FOAM ® ❑ _� F
DURASEAL
TYP.NARROW FRAME GLAZING TYP.NARROW FRAME GLAZING TYP.WIDE FRAME GLAZING EXT•GLASS SPACER zz n < Z
DETAIL:WIDE FRAME SIMILAR DETAIL,WIDE FRAME SIMILAR DETAIL,NARROW FRAME SIMILAR r�' WZW elwg
7116'LAMINATED u,
{ I — GLASS STACK °PVB"_.090°TROSIFOL®PVB BY KURARAY AMERICA INC. LL 5, NN
"SG"_.090"SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC. INT.GLASS Z a
3118'ANNEALED GLASS � a LLLL
.09a PVB
--3V/lWATEALED,GLASS POLYISO. DESICCANT FILL AREA
o..........°
11/18' BUTYLENESEAL 6118"NOM. !•' F'NBt;•;��j_
SILICONESPAL =
GLASS BETE ROLL-FORMED *;• No.5870S
3 STAINLESS STEM
FxrEwoR 42 ExT.GLASS OSPACER 7N
a. 45 4a - I DpC�. STA O
GLASS TYPE 7
USED IN DOOR,(SHOWN) INT,GLASS
8 SIOELITEnRANSOM REFERENCE TEST REPORTS:FTL-8717,8968&8970
A.LYNN MILLER P.E.
P.E.M687p6
SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR PRODUCT RENEWED
as complying with tho Flodda
INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION Building Coda
gyp( 0 O (XIO OIX XIX,OIXIO,XIOIX,OIXXIO,ETC) NOON°• 18-1108.03
S•O.C.MIN„ Expiratlon C/
SEE TABLE T, \ SEE.MULLION CLUSTER i �`� SEE DETAIL BELOW ULLICNCLUSTER BY
• THIS SHEET, f DETAIL BELOW /
4'MAX. 4'MAX I AS G FOR QUANTITY, .a Protrol
duct Con
CLUSTER SEE TABLE I, IrrrgTTACH DOORS AND MIa.a
SHEET 1 FOR SIDELITES TO THE
Jim MULLION A9 PER BVISBD
MAX O'MAX &12° _------- TYPE PRODUCCR
�� ns mmpyirgwOhtla Fklll�
.M r % T I % `\ 1 / THE THE INDIVIDUAL
I Butldutg CoAe
I Ij I I I �•
DOOR
ERSIDEUAL �' AcaePmocoMo( •� q��
CENTERED I I I I I DOOR OR SIDELRE
<3 HINGES I j BETWEEN 1. �CENTERED , ��I I I I B6'MAX BY
HINGES
LION
HINGES SEES I I I I/ T�VEATICAL MULLION /I I LENGTH N
NOTE 11 I 12'O.C. NOTE 11 I I I VERTICAL
I MAX @ LOCK CENTERED I I I I DESIGN PRESSURE I I APPLICATIONS
CENTERED ,� I I I I
BETWEEN I I ISEE +170.0 PSF I I C)NO CHANGES THIS SHEET
BETWEEN I i ..\ HINGES I i \\ / I NOTE 1 i I 4 JR-o4f1oM7
`\ �`� I I SIDEIJTE SIDELITE SIDELITE DCOR
1M12' B" 10.12' J U
' ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS S •na
ANCHOR REQUIMENSANCHOR REQUIREMENTS SAMEASHEAD SAME AS HEAD IC fY
SAME AS HEAD SAME AS HEAD O
MAX
O a1a0
x XX,(USING ASTRAGAL) Bim' S.,' rlA�
1•MULL ON /� �1"MULLION 00 y vOi
4"D.C.MIN. /
O.C.MIN. 4'O.C.MIN. 4' 4'O,C.MIN. O—ILE 4: 1 �1 11 z LL r0 r3
TABLE 3: I I S W 2
XX Door.Alrsgal Clu4er Anchors Requlnd
X&XX Door.Delon Praamlm SEE TABLE 8, SEE TABLE 6, 00 03
®Head 8 5111 I THIS SHEET, I --- I THIS SHEET, W co roN
+1.50.0 PSF Bass 7ypel Door fm) 1FORANCHOR 1 FOR ANCHOR ~Z Olio
SIDE- 81DE- DOOR/ O F
+/70.0 PSF duo Types 2 d 7 48 80 72 78QUANTRY,SEE LITE i QUANTITY,SEE P y
LRETABLE 1,SHEET TABLE 1,SHEET
c°� yfd o ,`� 1 FOR TYPE \� 1 FOR TYPE
O
(9co 2 TASLE6• m C) r ,
60 4 4 4 5 4 5 4 4 AmttorsRequlmd for a Vertical Mm2an(eaeh mul0an end) FOR'OpOg0• ® m�`+ O 0: jeBys
96 4 5 4 6 1 4 1 6 6 1 4 Door or Sldelte/Tlensorn WidN QN AND SIMILAR
122q1 24 1 32 38-14 40 CONFIGURATIONS UCONTAINING A rn Z
Mullan W m. ❑ m O ❑ m' v ❑ m O ❑ DOOUBBLE DOOR W (� along
TRANSOM-TO-DOOR WO)OR TRANSOM-TO-SIDELITE(0/0) HAN `��� � � � �� ��� p�y E OF O � z �
MULLION ATTACHMENT&INSTALLATION Dear au WA 2 1 2 2 3 2 1 WA WA WA THE FRAME , ' 'D.
ATTACH DOORS, _ SLTR3 1 2 1 2 2 1 3 2 1 3 2 1 WIDTH OF THE v W O
SIDELRES& - Door ee WA 2 1 3 2 1 3 3 2 WA WA WA DOUBLE DOOR S p LL
TRANSOMS TO THE
'j' / \`�� WHEN USING
SLTITR 1 2 1 3 2 1 3 3 2 3 3 2 THIS TABLE.MULLION AS PER--\
ani 'asap sous
THE INSTRUCTION / __ Ir�11'MULUON INSTRUCTIONS: - ```11111
OF THE INDIVIDUAL TRANS9 `�`1 8' I 1 HORIZONTAL ``1.....LY
PRODUCT --�— _ 11 I MAX I—+ 1)DOOR HINGE JAMES OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH RIXANCHORSTHE TABLE 1,SHEET 1,FOR
L j MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE EACH `�,$� �ICENS,
1 APPLICATIONS HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS OR 3118'FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). `;'-
j 1 MAX i ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR * N0.587QS ••
t____.� I TWO(2)ANCHORS EXAMPLE,ON AN'XIO'CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE _ •• 7k
TABLE 7: DOOR OR 1` (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY, =� _
HORIZONTAL MUWON SIDELRE — _ �\
MULLION END. NOTES: �� ��:• �
DESIGN PRESSURE 1)SINGLE DOOR MAY BELEFT OR RIGHT-HANDED.
�i��
+1.70.D PSF 2)MULLIONS SHOWN ARE STANDARD 1'FRENCH DOOR MULLIONS. •''•.......DI`,.•'
40"MAX MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAYBE POSSIBLE USING OTHER MUWONTYPES.SEE SEPARATE NO0. '�.r`S/ONAL oe G
IYF��I TRANSOMS WIDER THAN 40•WILL REQUIRE ADDITIONAL THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. //x/111111111\1
STRUCTURE OR DADE-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO BB•IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS.
TRANSOM AND DOOR/SIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELRETWWSOM OR MULLED ASSEMBLY. A.LYNN MILLER,PE.
8)FOR SIZES NOT SHOWN ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P•Ed158705
i
TABLE 8:
PRODUCT RENEWED
SldellbRra108omDesign Pressure(+/.,pd)for Glas•Types 384 "
SIDELITE/TRANSOMINSTALLATION(0) a11,13.9
°mptyln9wnnthe Florida
Long Side(In) :00A-No
00A-No Godo
NOA- o. 78-1708.03
633fl6 685/8 68 70 72 78 78 82 84 88 92 1 96 98 104 108 111 Expiration D 01123/2024
24 +1-70 +1-70 .+1-70 +/-70 +170 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +170 +1-70 +1-70 +1-70 28'O.C.MAX. 23-112'O.C.MAK By
28 +1-70 +170 +/-70 +/-70 +1-70 +/.70 +/-70 +/-70 +I70 +1-70 +1.70 +/-70 +170 +/70 +/-70 +/-70 IFSHORT SIDE IS IF SHORT SIDE 18 M1am1 Product Contmi
32 +1-70 +/-70 +/-70 +1.70 +1-70 +/-70 +/•70 +/-70 +/•70 +/-70 +/70 +/-7D +1-70 +1-70 +1-70 +1.70 40.ORLESS OVER 40•
38 41.70 +/-70 +/--70 +1-70 +170 +170 +170 +/-70 +1-70 +/-70 +1.70 +170 +1-70 +1.70 +/-70 +1.70 '--- ----
' PRODUCE R8VISFD
383/4 +/-70 +1.70 +/-70 +1.70 +1-70 +/-70 +/-70 +/-70 +1-70 +/70 +/-70 +/-70 +170 +/•70 +/-70 +1-70 - g3-=0yfywbb1mvkAt
Cede
40 +/-70 +/-70 +170 +/-70 +1-70 +/r70 +1-70 +1-70 +1-70 +/70 +/-70 +/-70 +170 +1-70 +/-70 +/-70 1 Am i-�
I I fk-
SEE TABLE ID,
42 +170 +/•70 +170 +/•70 +1-70 +/•70 *1-70 +1-70 +1-70 +/-70 +1.70 +1-70 469.8 +/•88.6 28.O.C.MAX I I I SHEET 6 FOR °Irk
44 +/-70 +/-70 +/-70 +/.70 +170 +1-70 +/-70 +/-70 t1-70 +/•89.5 +1-68.0 +137.7 467.3IF LONG SIDE ISI ANCHOR g
c' 46 +/-70 +/-70 +170 +/70 +/-70 +170 +/•70 +169,4 +16&7 +1.6/.8 +1.8&5 +135.6 40'OR LESS I I QUANTITY,BEE M'
By
TABLE 1,BHEET 1 .
y 48 +/70 +1-70 +/70 +1.70 +/70 +/58,9 +1681 +167.5 +/67 +165.8 +1.84.7 I I FOR ANCHOR
50 +/-70 +1-70 +1-70 +/.70 +1-70 +/68.4 +167.6 +168 +166.4 +/-84.1 I I TYPE
ae 52 +/.70 +/70 +1-70 +170 +169.1 +167.1 +16&2 +164.8 t/63.8 I ^O C)NO CHANGES THIS SHEET
54 +/-70 +1-70 +1-70 +168.2 +1.88 +165,9 +165 +163.4 23 JR-04/10N7
-'(n'O.C.MAXI t I z°
68 +/70 +1-70 +169.7 +16&3 +167.1 +/64.80619 IF LO
NGSIDEIS I I I
68 +/-70 +1-70 +169 +167.8 +/66.3 +164 OVER 40•
I
60 +/-70 +/69.8 +16&6 +167 +165.6 I I I U
----
fit +/-70 +/69.2 +/68 +16&6 -t - - 12'MAX(LONG SIDE)
533118 +/-70 +169.1 +167.9 +/68,2 5•MAID --------- 0 us
58-5/8 1+169.1 +168.9 (SHORT SIDE) �-n alo0 uj
(WIDE 1 V OZSTILES AND11 IDF O N11` t0 a
RAILS SHOWN ON SHOWN ON SIDELI�S) J $ O p
OLLo
Z m
TABLE 9: W Z 00 O ,y urmp
Sidelltarrmnsom Design Pressure,petlor Glass Types 5,6&T -
26•O.C.MAX 23-112•D.C.MAX
Long Side(In) IF SHORT SIDE IS IF SHORT SIDE IS Z.�. U)
04
63-V1656518 68 70 72 76 78 82 84 88 92 98 98 104 108 111 40'OR LESS OVER 40' ❑Z LL
24 +1-70 +1-70 +1-70 +1-70 +/-70 +/•70 +1-70 +/-70 +170 +1-70 +/-70 +170 +170 +170 +/-70 +170 ---- ---- ---- Q U3
28 +/-70 +/-70 +170 +/40 +170 +1-70 +1-70 +1-70 +1.70 +/-70 +1-70 +170 +/-70 +/-M. +1-70 +170
O w ae
qs
32 +1-70 +1-70 +1-70 +170 +/70 +170 +170 +/70 +/70 +/-70 .+/-70 +170 +1-70 +1-70 +/-70 +170 ® O 3
36 +170 +/-70 +/-70 +- +170 +170 +1.70 +/-70 +1-70 +1- +/- +/- +- I I 1 1 SEE TABLE IO, ❑ 7
170 70 70 7D /70 t170 +/-70 +/70 28.O.C.MAX I I I I SHEET 8 FOR z S ~
363/4 t1-70 44-70 +170 +/70 +170 +/-70 +1-70 +/70 +/-70 +169,9 +169 +16&3 +167.9 IF LONG SIDE IS I I i i ANCHOR 07 W Z
40 +170 +1-70 +/-70 +1-70 +1-70 +170 +1-70 +/69.8 +169.3 +16&3 +16'1.4 +l6&7 +168.5 40°OR LESS I I 1 I QUANTITY,SEE Z W.
42 +I70 +/-70 +1-70 +l-70 +170 +169.5 +16&8 +467.6 +/67 +166 +165.1 �i I 1 i TABLE 1,SHEET 1 p EL
FOR ANCHOR LL Z en
44 +/-70 +1-70 +1-70 +170 +169.1 +167.6 .+/6&8 +/65.8 +J-65 +1.84 i I I TYPE.
46 +170 +170 +/69,4 +168.4 +1.67.4 +165.8 44-Ml +163.8 +/63.2 ❑W ❑
w48 +f-70 +f6&8 +168 +/68.9 +166 +164.3 +163.5 +162.2 I I I LL
c 23.1JY O.C.MAX I I I I alp} '� saua5
h 50 +/69.9 +167.6 +/66.8 +/65.7 +/64.7 +/-B2,9 +1.621 - IF LONG SIDE IS I I I 1
52 4469 +166.6 +165.7 +/64.6 +163.8 }161.7 OVER 401 I I I i �.�``00 LYNN•.////'
54 +/6&3 +166.7 +/-64.8 +163.6 +1626 '
I I I I ♦ •�� ......
ly �� .''LIGENSF'•.�� 'i
12-MAX(LONG SIDE) •,.eta
58 +167.7 +165 +/64.1 +/628 -------------- 'P
58 +/67.3 4464.5 +/63.6 6•MAX -----II - ;*; No.55105
60 +/6.1 (SHORT SIDE) =
82 4468.8 (NARROW STILES AND NARROW
Hp:�
633116 +/68,8 RAILS SHOWN ON SIOELITES) �0 `TAPE � ;'• �C'
NOTES: jONAL•
1)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SIDELI ERRANSOM OR MULLED ASSEMBLY.
2)SIDELITEITRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. A.LYNN MILLER,PZ
3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORTOR LONG DIMENSION. PE.068705
Shod sae(in)
O A
9090901 N 6 N N N r m N s� _�j r MOM O�� pSN M
yN0 3f0 �m K .9m a m� �tG �W a�.Z 9 3m .Z
S O m N N co N N N N NN N N N N m m N N N N N N m N N fA N N N N N_m N N_N m m�_if N
�>� miomS'a$mH'$m$ioSS'omSOmmmm00miom0mS-mm��S�S>�
{F. Anchor
m
O . mUUU... UA on UAUAUWUWU WUWUWANANANANANA GaPA
O
O m Anchorm
I�
2
A A A A A A A A A W A W A W A W A W A W A W A W A W A N a N A N A N ANA NQuups B-0
N Anchor
0-
24{
24{ Goup A
mgm Archor
q;- AA 2.A AAA
AA W AW a W a WA W A W A W AW AW ANANANANANA Groups&D
Anchor
inN N U U m U N A m a N A m A U W N W 01 W N W U W U N N N U N A N A N A Gu
Z-,?
^W^A
55m S
mA A A A a A A W A W ArvcW
A W A W A W A W A W A W A W A N A N A.4 N A N A N Groups B-0
S S
O.21 mAnchor
N N W A N A N A N A N A N W N W N W U W U CJ U N U N U N A N A N A N Gmlp A
o in o
S yAnchor
O O A A A A A W A W A W A W A W A W A W A-1
A W A N A N A N N A N A N G, B-0
z m
O
O N ANA m A N A N A N W m W N W N W U W U N U N U N U N A N A
m c3{
- - A A AN AW ANNAWAAW ANNVAa WAAAWW ANNAVAV WWWWWWW ANNAJAVVN WWWWWWWW AmNAVAVUJUWWWWWWWWWW ANNAVAJUVUNU WWWWWWWWWWWW ANmAVAVJUUmUmU WWWWWWWWWWWWW ANWANAVUVUUNUNNUWWWWWWWWWWWWWWW AUNANaJUVNUNUUNNNNNNNNNNNNNNNN AmNANAJUJNJUUUUNNNNNNNNNNNNNNN AUUANpVNUUUUNUNNNNNNNNNNNNNNNN AUNAANUUUUVNNJUUNNNNNNNNNNNNNN AUAUAUUNUNNUNNNNNNNNNNNNNNNN AAAAAUNUNUNUU
hor
NNNNNN GAGSternxchporA
OO Groups
B
-0
[ Gu A
F Anchor
A 1 1 �B-0
Anchor
N UNA r ^A
w Anchor
Groups B-D
n��ommAI
9
Na
Anchor
. �B-0 LLL7V0
W V WJ W NN NUNoutA
(nWUWUWoW UWU WU UNGroup B
nchor
Group A mm
Groups B-D
101Arclhxww
"IG—A
(ichor
GmpsB-0
hw
Group
hr
NJ As B-D
Gmup
Anchor
WmWNNNNVNNNGGopA
UUN Anchor
Groups B-D
Anchor
N Gimp
Anchor
GroupC-0 m -0
�
m N N N J N V N V N N N G A
NNm.NN NN NN" B-0
N N N N N N m N V N N N:fGmups
A
U N N N U N N N N N N N
B-0
11\111111!/ Revision gmC
1070 TECHNOLOGY DRIVE p o ,2��'
`:y4j�1:.• �r)'•� N.VENICE,K 34275 g o w s b a 111110
n c% (941}480-1600 g � p miles C
?z X 0:,3
m z =Z;0 ..I �rl-:'� COPYRIc11T0IO PGT wDLLSRtIEs,wC. m . 7 w m m
CERT.OF AUTH,W182B8 AL1 N(71TS RESEAV® m � m y f m
_r:o
VINYL FRENCH DOOR AND SLT/TR o 5(7/13 rr a
N
In SLT/TR ANCHOR QUANTITIES J ROSOWSKI m » m 3
/ � ♦ o 0 0 0
N FD-555N 5 NTS 6 O 12 qz° MD-555.1 C
INSTALLATION EMBEDMENT 114' PRODUCT RENEWED
MAX as complying with the Florida
SHIM 23 OPTION 1 -Building Cod.
INSTALLATION ANCHORS NDA-No. 10.1108.03
EDGE 16 INTO 2X WOOD. 13 Expiration 0 to 0112312024
DISTANCE By.
87 MIamFDa ■Product Control
1 eB
TYR ANCHOR TYPE, 3
.EMBEDMENT AND 7133 =,3, ['RODUCT RBVISED
EDGE DISTANCE PER
SUBSTRATE,SEE ®tg Co9 with 1hoF'lmida
TABLE 1,SHEET 1. B-pB .Ao
Acupta°oeTb
4 Dry
1 ANCHOR PER HINGE
BY
TOSETHROUGH
SUBSTRATE,MIN.#10 D
FLATHEAD SMS,SEE
TABLE 1,SHEET 1. 72 6 EXTERIOR 14 15 B 47 48 63 8 .9
„C)NO CHANGES THIS SHEET
28 JR-09110117
70 DETALLQ 19 '
2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERIOR U
OR FRAMING,SEE _J''� �, m
NOTE 2,71-11S SHEET - _ V DETA16
TYP.ANCHOR TYPE,EMBEDMENT b y
AND EDGE DISTANCE PER
SUBSTRATE,SEE TABLE 1,SHEET 1. N °1°o O vii
TYP.ANCHOR TYPE.EMBEDMENT AND AVOID INTERFERENCE WITH
EDGE DISTANCE PER SUBSTRATE,SEE OPPOSING ANCHOR BY CHOOSING18 TP.ANCHOR TYPE, J c ❑
TABLE 1,SHEET 1. THE CORRECT LENGTH OR TYR ANCHORTYPE, EMSEDMENTAND Z LL
23 m
STAGGERING LOCATIONS. EMBEDMENT AND EDGE EDGE DISTANCE PER U U o a u n�a
EMBEDMENT 1/�4' DISTANCE PER SUBSTRATE, 18 SUBSTRATE,SEE S °
T ' SHIM 23 23 10 SEE TABLE 1,SHEET I. 23 10 TABLE 1,SHEET I. W.2
:. C4
DISTANCE ; 19 1 ANCHOR PER HINGETO BE c Z N
THROUGH SUBSTRATE MIN. `- O V.
#10 FLATHEAD SMSWTH
1 MIN.3 THREADS BEYOND Q,
METAL SUBSTRATE 52
INSTALLATION .. 20 23 O P14S
OPTION 2 41 71 7 O
INSTALLATION •'!' = Z Z
ANCHORS DIRECTLY U
INTO MASONRY. < W ?ISS
tt
28 4 72 4 5 ° s
EXTERIOR 32
DMERiOR 47 46 °
J"'�
,1'FRENCH DOOR MULL[ 18 70 V 20 EXTERIOR28 `: '��O'O�GEN
DETAILQ SUBSTRANCHOATE.MIPER N.
GETOATHEAD BE UGH DETAILQI DETAIL JQ
SUBSTRATE.MIN.3/16'FLATHTJID �•
ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. No.68705
INSTALLATION NOTES: —
�'.• ATE ��r'(V
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS.ANY INSTALLATION OPTION SHOWN MAYBE USED ON %���'•.;20RIOP.••'G\?��
ANY SIDE OF THE DOOR,SLDELITE OR TRANSOM.
2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-10.1X WOOD BUCKS'ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO "7S(O I \��
MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE 1-12'THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY THE AAAI Aj41
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. A.LYNN MILLER,P.E
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. RE#68705
TYP.ANCHORTYPE, INSTALLATION
EMBEDMENT AND EDGE 114" PRODUCT RENEWED
DISTANCE PER SUBSTRATE, -OPTION 4 MAX an complying with the Florida
23 10 18 23 SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIM Building Code
DIRECTLY INTO METAL. �fMCA-No. 18-1108.03
EDGE
I ANCHOR PER HINGE TO BE DISTANCE Expiration D 0112312024
18 THROUGH SUBSTRATE MIN.
#10 FLATHEAD SMS WITH --L BY
1 MIN.3 THREADS BEYOND DOOR 87 Mlom a Product Control
METAL SUBSTRATEVISIBLE LIGHT
6 I WIDTH(DLO) �7 23 PRODUCIRHVISED
33 71 I n CMvIyftWfthem
Plofll.
TYP.ANCHOR B�rildinaCode
TYPE,EMBEDMENT Acmp�oae No! ny
AND EDGE
DISTANCE PER,
SUBSTRATE,SEES
TAB4E 1,SHEET 1.
Q C7 D
62
EXTERIOR 3 31 72
_ •EXTERIOR 48 �0)NOCHANGESTHIB1'FRENCH DOOR MULLION 47 20 28R-04M OH7
DETAILQ 18 MIAMI-DADE APPROVED
MULLION(SEE SEPERATE U
NOA),ALUMINUM,STEEL
DETAV FRAMING OR STEEL STUD. '-d
INSTALLATION OPTION 3 DOOR FRAME WIDTH 0 w y
INSTALLATION ANCHORS THROUGH ^ T woa 00 U)
1X BUOKSTRIP INTO MASONRY. TVP.ANCHOR TYPE.EMBEDMENT AND EDGE TYP.ANCHORTYPE,EMBEDMENT N y L9
DISTANCE PER SUBSTRATE,SEE TABLE I,SHEET AND.EDGE DISTANCE PER t� a O C3
SUBSTRATE,SEE TABLE 1,SHEET 1. �y o �'
EMBEDMENT . TYP.ANCHORTYPE, 1.AVOID INTERFERENCE WTTH OPPOSING O 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH' EMBEDMENT Z CO R 8•
114"
MAX EMBEDMENT AND OR STAGGERING LOCATIONS. T „ 114 U L) ®a uwwp
EDGE DISTANCE PER T MAX. y Fs� p+ •oN
'•� SHIM 23 SUSSTRATE,SEE 23 10 '•? SHIM Z t �n0
EDGE TABLE 1,SHEET 1. EDGE
DISTANCE DISTANCELL
7d. o
ri Ed
'TYP.ANCHOR 1
31
TYPE 29 5 33 41 ® a O Iorus
EMBEDMENTAND EDGE
•• . ;'�. v N
DISTANCE •' I �J tF U Z
PERLLff Q z of
SUBSTRATE, a
SEE TABLE I, •`r•• D LL.
•SHEET I. to
D Z L]
CONCRETE/CMU_ 31 EXTERIOR • Z
PER ANCHOR 3 _f"� 4 RIOR ant 'ko0 so ag
REQUIREMENT ., 1XWOOD V CONCRETE10MU, _6732 ��
LY
EXTERIOR SEE NOTE 2, SIOELITERRANSOM FRAME WIDTH PER16 REQUIRE 00' �`\CHOR ``'��ONGENNNA._
THIS SHEET. DETAILQ DETAILQ DETAILQC INOPTIONTION
INSTALLATIONANCHORS *; No.58705
DIRECTLY INTO MASONRY.
INSTALLATION NOTES:
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON •••. STA ' :•(V_`�
ANY SIDE OF THE DOOR,SIDELTTE ORTRANSOM. �� '•.;�ORIDI;••''\���
2)WOOD SUCKS DEPICTED ON THIS SHEET AS"ir,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN IAW.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO ON
MASONRY.WOOD SUCKS DEPICTED AS'2X'ARE 1 i1P2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AL
���S�
AUTHORITY HAVING JURISDICTION. I1,111111��.
3)FORATTACHMENT TO METAL-THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDEUTE OR TRANSOM.
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELTTE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER P.E.
• P.E#58705
INSTALLATION OPTION 3 INSTALLATION OPTION 4 PRODUCT RENEWED
INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH as comp!Ing with the Florida
Building Code
1X SUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE NOA-No. 18-110&03
DISTANCE DISTANCE
CONCRETE P. 2X COO
F.xpiratron D Q 011292024
BUCKSTRIP ^
4 O 32 18 PERANCHOR ': .;.'y.': . d OR FRAMING, BY
REQUIREMENT ':a� ,•' y ` ��' EMBEDMENT SEE NOTE 2, EMBEDMENT Mlaml-Da o Product Control
THIS SHEET i
1X WOOD —L 1X WOOD.BLUCKSTRIP,SEE
23 BUCKSTRIP,SEE 23 NOTE 2,THIS SHEET, adv vinavddidw
wmU��V1SFD
NOTE 2,THIS SHEET. AcwpLg CmNo 050
114"MAX SHIM 1/4"MAX SHIM
18
r 29 BY
10 1
TYP.ANCHOR TYP.ANCHOR - -
TYPE,EMBEDMENT TYPE,EMBEDMENT
18 I I AND EDGE AND EDGE C)REVISED#22-JR-04!10/17
I 29 DISTANCE PER DISTANCE PER '
TYP.ANCHOR TYPE, II SUBSTRATE,SEE SUBSTRATE,SEE
EMBEDMENT AND EDGET1•-
DISTANCE PER SUBSTRATE, I I SEE FLUSHBOLT TABLE 1,SHEET 1. 31 TABLE 1,SHEET 1.
I DETAIL,SHEET 12
SEE TABLE I,SHEET I.AVOID I1 .• dU
INTERFERENCE WITH 1 1 3 m •�aN
OPPOSING ANCHOR BY j 8
CHOOSING THE CORRECT
LENGTH OR STAGGERING I DETAIL In
8 } a1a0 O to
LOCATIONS. p'E W
EXTERIOR 33 DETPJOQ O
a Q zLLm
I} _�
SIDELITE/ rµZS m (CY fA1O1Qa
DOOR 14 16 WINDOW FRAMEM
OVISIBLELIGHT HEIGHT o �i
VISIBLE LIGHT HEIGHT(DLO) Z to
`� G LL
O
DETAILQH HEIGHT(DLO)
_ I
1 OQ DOOR
4 ® 00 7aa4s
33
FRANC
HEIGHT O ro co
EXTERIOR Z Z
0.
INSTALLATION NOTES: zS Z
ALL alwg.
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR j DETAIL nDETAILQL Q L W)
TABLE 1,SHEET 1.FOLLOW EMBEDMENTAND EDGE DISTANCE /� 1 I ,
LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON �!'� I
ANY SIDE OF THE DOOR,SIDELITEORTRANSOM. j I INSTALLATION TYP.ANCHOR 5 �'Z U
i OPTION 2 AANNDTYPEDGEE. EDMENT ollll •asap EL
2)WOOD BUCKS DEPICTED ON THIS SHEET AS-1X",ARE .p+ INSTALLATION DISTANCE PER
BUCKS WHOSE TOTAL THIOKNESSISLESSTHAN1-1/2'.1X INSTALLATION i� 2g SUBSTRATE,SEE ���`1 YLYN/y/1j',,
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 I 22 23 ANCHORS DIRECTLY \
DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS"2X'ARE INSTALLATION ANCHORS I I TYPE,EMBER INTO MASONRY. TABLE 1,SHEET 1. •••••,�Jj
1.1/YTHICK ORGREATER,INSTALLATION TOTHE SUBSTRATE TYPE,EMBEDMENT ;a'�.+'•v10EN@F'•; �i
INTO 2X WOOD. i AND EDGE 114'MAX.SHIM OR
OF WOOD BUCKS TO BE ENGINEERED BYOTHERS ORAS 1
24 DISTANCE PER 3.4 KSI NON-SHRINK, No.S870S '
APPROVED BY THE AUTHORITY HAVING JURISDICTION. I SUBSTRATE,SEE 23 *j '•
? �a TABLE 1,SHEET 1. GROUT-FULL
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER =-O
SHALL BE OFA SEE TO PROVIDE FULL SUPPORTTO THE LENGTH
FRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LER.
NGTH I/4'MAX SHI :�Q••• ATE �•!(�`
4)IF APPLICABLE;LOWEST DESIGN PRESSURE FROM DOOR T •! •�¢
SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE 2XWOOD BUCKS TRIP EMBEDMENT CONCRETE PER ',M1; I' EMBEDMENT,
SYSTEM. OR FRAMING,SEE ANCHOR + :..'*.•� T•" /'l l l NAL j1�1�
NOTE 2,THIS SHEET REQUIREMENT :.•r•:r',+'
EDGE DISTANCE - -�{ EDGE DISTANCE• A.LYPEA��P.E
f
PRODUCT RENEWED
,ascomplylr with the Plorlde
Building Code
�+ 4.822' �— 2281• —� NOA-No. 18.1108.03
4.SBS.
�• Q E�Iration Da - 01123!2024
3.826°
T 1 45r BY
•5001 .075' 075 Miami-Va a Pmdoot Control
1 '
1.376'
.187• .312° ,1.750' J
1'000• aC� 1 OSIDELITE ADAPTER PRODUCSRHVISID
U 1 eR ooUCaeEvLs Ftr1ds
#20003,Rigid PVC Bu0dh*co&
OFRAME HEAD&JAMB. O FRAME SILL O PANEL RAIL&STILE t�n O 04.05
#20000,RIgld Cellular PVC #20001,Rigid PVC #20002,Rigid Cellular PVC 3070" ¢�
.182•
�+ 1,603° �{ I-.• 1.500• .•I 2.148" --�•{ �r- 2A88°
I I I 1.09T
. .7sr ggg�c)REwsED>Yzz-JR-oM1oH7
374" a
•�aa
ono^ Q
•080° 3.564' 3.618" '085 4
3.518^ .low .681°
3.618° O W �
.080' .080° 3.915' N wW 0 In
C�o �r
6�
1.075* sea• F-- 1.a7s• U�'� �� � •oN
_ umw
HINGE STILE TOP&BOTTOM RAIL O PANEL STILE Z o t0
6 7 -►•� 1.075• 1.076^ 1.000° O f h
O REINFORCEMENT REINFORCEMENT REINFORCEMENT o m y
#20013,6063-T6 #20014,6063-T6 #20015,6063-T6 O ACTIVE O INACTIVE 1"FRENCH Z $ Z U.
ASTRAGAL ASTRAGAL DOOR MULLION ¢ O
1894" #20016,6063-T6 #20017,6083-T6 #20022,6063-T6 d,
-+{ 7.140' 10" �-{- .060° 1258' �-+- ® 0
Tug
AS
075°
13159' .082' .291' 281' •��,.+i.343• .3751 .773°II �II'�- .062• U y
.L. 060• J 080^ J .070 .610 '�'1 �-84wI1.825° W •O pow
INACTIVE BEVELED OGEE 'FRAME SCREW ADD-ON 1"MULLION ACTIVE LL
13 ASTRAGAL COVER 14 BEAD 15 BEAD s COVER 7 FIN/FLANGE 18 CAP 19 ASTRAGAL COVER 1O
#20004,Rigid PVC #20005,Rigid PVC #20006,Rigid PVC #20007,Rigid PVC #20008,Rigid PVC 0009,Rigid PVC #2001 i,Rigid PVC 5LL
elu •�s"a�N85
1.012° �{ .901* F-- .�`� 1Y LYN
e35• Iy I{I� 1.s2s •... N
'f"�'�•�° }�•1.876° -�•I1 0.125' 2.286-
.388'
285 1 .LI .0�• „••�cENSF4�
LI I I1 1. 1.041°
.388' ,3 .723' .930'�r� �.: No.58705
.050• .062• .191• -r-��"”' .083' T. J200,
SINGLE DOOR THRESHOLD ANCHOR THRESHOLD HINGE TRIM 7116"SQUARE0,�
ZO ASTRAQAL COVER 22 COVER 23 PLATE 24 CAP 25' DRIP CAP 26 COVER 27 BEAD 'SFS':F[ORIDA•.•'\C����
#20012,Rigid FVC #20057,6063-T6 #19031,6083 T6 #20020,6063-T6 #20021,6063-T8 #20023,Rigid PVC #20047,Rigid PVC
1,,�1NAL 11`1.
A.LYNN MILLER,P.E.
ALL RIGID AND RIGID CELLULAR PVC SYVISION EXTRUSIONS,LTD. P.E.#58705
TABLE 11: 62 PRODUCT RENEWED
• POTPart0 Demxipeon Malarial DOOR HEAD 23 91 errt a Wry Code a:Wlth tho Florida
1 20000 m n Fenr DOOR PANEL HEAD
2 25001 Doan Fmim SN Rqm PVC 1 N0A•�4o. 1&1108.03
3 20002 Panel Sift&Rae owmar PVC ® B 16
4 20003 SWeb tv WC 3 F.r7pirat[on Dat /3024
01123
S 20013 Sift Ramkrc—I APon.606348 g DY
020014 Pam]RW RYIN=W*rd ANm..6083.76 1 Mlam-Da Pro ucS Control
7 20015 Panel Sift Rabdmaamnt Ahan.,6063.71
6 20018 AMM AsftW d PVC
8 20M7 Yna0rN C 28 1 PRODUC REVISED
0 20022 1-Fe Dw MWOan Ahan.,1065• .amaplyingwith Bla F70rida
W 20004 euo1MN Corer PVC 34 4 23 Building Codd
14--50—1-0He'Bae Band Acwpt®w No
19 21008 1-1n8- Band dPVC 3 Bxpuadmr Doge
10 z0m7 serer C7nar PVC
17 20006 Addm Fb FWW PVC 5Vol'
BY
15 20009 1'M.UbnC&P R191d PVC
A 20011tMN Wvar PVC / 3
20 26012 stn NDoar Cour dPVC DOOR
22 2CM7 Threshold Lb,.r .656676 JAMB
231 1901 Anchor Plate C)REVISED M 22-JR•04110/17
u 20@0 Iftushold CM
25 2 MI FftW �
29 20023 lover
PVC
27 20047 7MU' Bad PVC fi7 U j
21 Fln Nbatham 35 �f
2D 197113 Fein arab 26 E ` •ora
31 7tIFPT41mM/Femo-to4Mda SYb S..014 1.10 PN F 18.e2S O.a sbmlou Slat / DOOR PANEL
sa 7S101X Fem.%NacSWbSem..910x1'Ph.FM26'O.C, sbmrasial HINGE STILE
33 7WFPT410 Ibmbrcomantscim N8X1'Ph.F ipw -a Stamina Ste 70 fA
s< 71OWP FMMAea sceM010X-- FH DOOR PANEL }~ ao0 O rO
LO
35 714FPT4107mV Slab mtir. ..7114 1•l2'Ph.FH Sbmlaa SWI / Q F Q
31 71420)¢.25 N• S Aaar7dN Sc .014 2.14 h F moa.Ste LOCK STILE -7 e C ;
1 20029 sal B 65+/-SrOw. V I ® i
Z LL m
'42Backbadclive. ory
D895 of GEA=n •T700 mCem U U c, O U-12 •oN
45
MIR L
1854 i�Itset Bteclt Emir x 4 x 3mr.55♦ On. m Z 9010
46 1814 Satift Slwk 112'x is x 1/8',66 a/•6 dm. I Neoprene I
47.73 eaa Hndase BOM,Table 12,Shat 12 INSTALLATION Z Cr v1
80 270.11 eeatMN At ANCHOR ❑ O LL
91 20036 AetMN , 71 03 O
ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION 0: ❑
ESTRATI
SOLUTIONS USA.INC OR VISION EXTRUSIONS,LTD. INTERIOR ® °o �d Tms
ANCHOR O.C.DIMENSIONS SHOWN A3 MlWMUM. ❑ ,J F
38 U a Z
72
33
Z ❑ 453
DOOR w LO
JAMB 29
3 5 V o
DAYLTTE OPENING DLO SIZES 9718 •x90 seua5
WHEN USING PART 0 3:(WIDE RAILS OR STILES) 24 2 7
X DOOR FRAME HEIGHT-12.1-DLO HEIGHT SIDELITE/TkNSOM ��.� Ovv LYNN4
X DOOR FRAME WIDTH-12.3-DLO WIDTH '� •'L10EN
DOOR FRAME HEIGHT 12.1=DLO HEIGHT JAMB W/NARROW SF
M DOOR FRAME WIDTH/2)•11.6=DLO WIDTH • ��
FRAME
SLT/TR FRAME HEIGHT-12.1'=DLO HEIGHT No.88705
SLT/TR FRAME WIDTH-12.1-OLO WIDTH DOOR 6 _-*
WHEN USING PART 4:(NARROW RAILS OR STILES) - 2+
SLT/TR FRAME HEIGHT.4.9=DLO HEIGHT SILL :05
SLT/TRFRAME WIDTH-4.9=DLO WIDTH �0, .••• ATE Fr T,•��/\
16
31 SIDELITE/TRANSOM ";,, 0N7AL1 N�\`
34 SILL WMIDE FRAME
1 (HEAD SIMILAR) A.LYNN MILLER,P.E.
PEJ!68705
HARDWARE DETAILS&LOCATIONS PRODUCT RENEWED
r�r�r 53,65 as aur=lying
Godwith the Florida
47-49 82,83 NOA-No. 18-1108.03
60 88
� Expiration Dale 01413/2024
70-72 8r
Mlrmi-Dae Product Control
Ir 'RODUCT REVISED
EJ/ complying withthe FIuNa
EQUALLY- / BoildinSCade
SPACED Aca•ptonwtd° q
/ / E7�ImtioaDate l
til ,yp�
/
47-49 / �G T
. ,Miami d� U
b 53x4 � p ll
EQUALLY- 2 ° •„C)NO CHANGES THIS SHEET
SPACED JR-04110/17
O• O
\ \ /
� U
a 7=0Y
EQUALLY- \ MAX.
SPACEDJ y0 u�
ztL '
MAX. •
TW U v v�a�
Y� "X"CONFIGURATION "XX"CONFIGURATION \ 61 z°' in J o
TOPDLOCKL tr
TABLE PGTPart# Description Material SIMILAR O W 1°°
vs
6 Ot P3 0
-TRI Loc mesbury mc. rainless Stee HINGE DETAIL' 3t p Op Fy-
48 686032702 P3000 3-PT Rhino Lock ovs 6'8 ,Amesbury htc, Stainless Steal U W Z
49 71032X1FPFX Rhino Lock Screw.1032 X 1'Phil.FH Stainless Steel 70 a W 0 Oes
62 20027 Ad uatable Strike Plata Assembly,Amesbury Inc. Stainless Steel o a Z
Lo
63 20028 Cemer Strike Plate AaBemN ,Amesbury Inc. Stainless Steel Q @ CO !r1
64 7S701X Strike Plate Screw,()Q:010 X 1"PhIL FH 410 S.S. Z
557aX12PFHUX Strike Plate Screw,()D9:#e X 112"Phil.FH 410 S.S. $ p
80 7SB1202 Flush Bolt Q09 QO Qo °nu •as°o c°u°5
61 7603725 Flush Bok Rad QCQ
62 420034 Flush Bolt Guide pOQ 4•
89 7832X12FP� Flush Bolt Guide Screw.8.32 X V4"Phil.FH Q
84 48033N Guide Pin M -10EN �j_
65 78038 Flush Bolt Strike Plate IM,Amesbury Inc. Stainless Steel
No.58705
68 7S32X12FP�Flush BoB Stdke Plate Screw,(p0:48 X314"Phll.FH 4108.3. 0 O
87 varies Handle/Lever 8116" //!7
68 varies DummyPANEL Handle/Lever ILS BEYOND i 1 =�:tit..1
70 20025 Butt HNOe,Ameshury Inc. Stainless Steel l 4�
71 71032X1FPFX Fun e,Slab Screw#1032X1'Phll FH Stelnleas St�l '�� '• otlfOP,.•'��'`
72 7S701X Hinge,FremeScrew#10X1"PhlI.FH Stainless Steel FLUSH BOLT DETAIL ��SS+1 •••••
A LYNN MILLER,P.E.
P.=Awns