HomeMy WebLinkAboutNotice of Acceptance - Miami-Dade County Page 1 f 1
Miami-Dade County Building
Product Information for N.O.A. 16-0126.06
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NOA
16-0126.06 t(librarv/productcontrol/noa/16012606.pdf)
Superseded—By 17-0504.06
File Status Superseded
File Classification High velocity hurricane zone
Category Doors
Subcategory Swinging
Material Vinyl-PVC
Applicant PGT Industries. Inc. (pc-result detail apaasp?app alias=101544)
Expiration_Date January/23/2019
Impact—Rate [None]
Maximum—Design—Pressure—Positive 70
Maximum_Design_Pressure_Negative 70
Description Series 5 FD-54555 Outswing PVC French Door w/&w/o Sidelite and Transom 5
N.I.
Green—Sustainable—Attributes NONE
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For a detailed description on the File Status, click the NOA File Status Key.(/building/pc-result key anaasp)
Page Last Edited:Wed Jan 25,2017 10:40:27 AM
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MIAMI-D6ADE
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File Copy
hq://www.miamidade.govibuilding/pc-result_app.asp?fldNOA=16-0126.06&BasicSearch=... 2/5/2018
MIAMI•DADE MIAMI--DARE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
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
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"FD-5455"Outswing PVC French Door w/&w/o Sidelite and Transom—N.L
APPROVAL DOCUMENT: Drawing No. MD-455.1, Series titled "Vinyl French Door and SLT/TR",
sheets 1 through 12 of 12,dated 05/07/13,with revision B dated 01/24/16,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:None.
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 j
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or Its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 15-0409.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
M[AM4UAbE couNTY NOA No. 16-0126.06
Expiration Date: Januaiy 23,2019
Approval Date:May 05,2016
Gv J ( Page 1
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 13-0815.04)
2. Drawing No. MD-455.1,titled"Vinyl French Door and SLT/TR', sheets 1 through 12
of 12, -dated 05/07/13, with revision B dated 01/24/16, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E. j
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B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 j
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 j
along with marked-up drawings and installation diagram of a Series FD-5570/FD-
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.
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
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. 13-0815.04)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
along with marked-up drawings and installation diagram of a PVC fined 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. 13-0815.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed'by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0409.01)
2. Glazing complies with ASTM E1300-09
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Manuel P ez P!E.
Product Control iner
NOA No. 16-0126.06
Expiration Date: January 23,2019
Approval Date:May 05,2016
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. 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 previous NOA No. 15-0409.01)
2. 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 previous NOA No. 15-0409.01)
3. 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 previous NOA No. 15-0409.01)
4. 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 previous NOA No. 15-0409.01)
5. 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. 15-0409.01)
6. 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. 13-0815.04)
7. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU-
in/ hr.-ftz-°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. 13-0815.04)
S. Vision Extrusions, Ltd.Parts complying with PVC-AAMA 303-13.
4 (Submitted under NOA No. 13-0815.04)
9. 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. 13-0815.04)
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Mandel P e P.E.
Product Contro E miner
NOA No. 6-0126.06
Expiration Date: January 23,2019
Approval Date:May 05,2016
� E-Z
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
10. Vision Extrusions, Ltd.Parts complying with PVC-AAMA 303-13.
(Submitted under NOA No. 13-0815.04)
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. 13-0815.04)
F. STATEMENTS
1. Statement letter of conformance to and of complying with FBC 5"' Edition (2014),
dated 03/30/15, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0409.01)
2. Statement letter of no financial interest and of independent, issued by manufacture,
dated 03/30/15, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0409.01)
3. Laboratory compliance letter for Test Reports No. FTL-7370 and FTL-7338, issued,
by Fenestration Testing Laboratory, Inc., dated 05/23/13, signed and sealed by Jorge'
A.Naya, Jr.,P.E.
(Submitted under NOA No. 13-0815.04)
G. OTHERS
1. Notice of Acceptance No. 15-0409.01, issued to PGT Industries, Inc. for their Series
"FD-455" Outswing PVC French Door w/ & w/o Sidelite and Transom - N.I.,
approved on 07/02/15 and expiring on 01/23/19.
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Manuel nExa
P.E.
Product Controliner
NOA No. 6.06
Expiration Date: January 23,2019
Approval Date:May 05,2016
E-3
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GENERAL NOTES:SERIES FD-5455, DESIGN PRESSURE RATING IMPACTRATING -
NON-IMPACT-RESISTANT,VINYL,REINFORCED,OUTSWING VARIES, NOT RATED FOR MISSILE
FRENCH DOOR&SIDELITE/TRANSOM(SLT/TR) SEE SHEETS 4&5 IMPACT RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
TABLE 1: PRODUCT REVISED
2 SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. Group Anchor Substrate Min.Edge Min. a complying with Gu Flod
Distance Embedment BuilftgOode
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI.OADE COUNTY Acmptmce No`G'0
1- •dY' Q
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN Ungrouted CMU,(ASTM C-90) V 1-11w, p yr ap 1
PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S)OF NORMAL WEIGHTAND OF COMPRESSIVE A 3/16"EICO Ultracon Ungrouted
Ungrouted CMU,(ASTM C•90) 2-1/2" 1-1/4"
STRENGTH OF MIN.1.9 KSI)AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. BY
P.T.Southern Pine(SG=0.55) 1/2" 1-318" M; Dade Product -
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD #10 Steel SMS(GS) Aluminum,6063-T5' 5116" 0.06W
BUCKS LESS THAN 1-1P2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS #10 410 S.S.SMS Steel,A36° 5116, 0.053"
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X #10 18-8 S.S.SMS >A)UPDATED ANCHOR TABLE,
ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO Steel Stud,A653 Gr.33° 5116" 0.063" CHANGED SERIES#-JR-03/18/15
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS 6 P.T.Southern Pine(SG=0.55) 1/2" 1S/8" m B)ADDED TIPS SPACER,LIMBED
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3/16"Elco Ultracon Grouted CMU,(ASTM C-90) 2-1/2" 2-1/4" 00 CFG.,STD.YRS.-JR-01/24/16
u
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK, Concrete(min.2-85 ksi) 1" 1-318" >
NON-METALLIC GROUT AT 3.4 K51 MIN.PER ASTM C1107,(DONE BY OTHERS).MAX.1/4"SHIM 1/4"Elco Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4"
SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT P.T.Southern Pine SG=0.55 9l16" 13/6°
TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, ( ) y ID
30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS #12 Steel SMS(G5) W CQ
APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC. #12 410 S.S.SMS Aluminum,6063-T5� 3/B" 0.071" ) _ �:
Steel,A36• 318" O.D71" lY
#12 18S S.S.SMS ❑ u7 U _
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE Steel Stud,A653 Gr.33° 318" 0.071"(14 Ga) ),^ t 31oa O uj
ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS P.T.Southern Pine(SG=0.55) V. 1-318" 0 v r Of
SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.EXTERIOR O " v
C 1/4"Elco Ultracon Grouted CMU, ASTM C-90 2-1/2" 1.3/4" JO� J o p
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFIASHING STRATEGY FOR ( )
B
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE Concrete(min.285 ksi) 1" 1-3/8" Z tl �LL. tD u.a0 �
OF THESE INSTRUCTIONS. =Uj
114"Elco 410 S.S.CreteFlex Concrete(m n.3.35 ksi) 1" 1314" U U X 9 d
T)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT Ungrouted CMU,(ASTM G-90) 2-1/2" 1-1X' IL_W Z m JMO
FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD P,T.Southern Pine(SG=0.55) 1" 1-3/B" o j YO F
BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY r O O v J N
THE DOOR,SIDELITE OR TRANSOM. 1/4"Elc0 18-8 S.S.Aggre-Gator Concrete(min.3.27 ksl) 1-1/2" 1J/6" Z d Z m u)
Ungrouted CMU,(ASTM C-90) 4" LL
1-1/4" ❑ O
8)DESIGN PRESSURES: 114"Elco Ultracon Concrete(min.Z85 ksi) 2-1/Z 1SI8" Q
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND �
GLASS PER ASTM El300. D 1/4" Elco 410 S.S.CreteFlex Concrete(min.3.35 ksi) 2-1/2" 1.3/4"
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURALTEST PRESSURE, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ® O laav6
FRAME ANALYSIS AND GLASS PER ASTM E1300. `+ ❑ Cl)
r/2
= F-
Z
9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOAD5 U O
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT TABLE 2: a W Z BI
BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR t LO
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER T#e Description LL
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE rC J W u)
(INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. 1 1/8"Tempered-5/8"Airspace-1/8"Tempered cWi Z W LL '!
10)ALL RIGID PVC AND RIGID CELLULAR CPVC MANUFACTURED BY VISION EXTRUSIONS.LTD.HAS 2 3/16"Tempered-1/2"Airspace-3116°Tempered > C7
BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. SEE TABLE 10 FOR SPACER INFORMATION. enl •oso0 soua5
11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA ,,�`•" 1 r l 1%/;.
BUILDING CODE.
12)REFERENCES: ''iVE'"{•yr •(��
GUIDE TO SHEETS:
TEST REPORTS:FTL-7339&7371 GENERAL NOTES...........................1
NOMS:ELCO ULTRACON NON ELCO CRETEFLEX NON ELCO AGGRE-GATOR NOA; ELEVATIONS...................................2 mu,65705 ,-
VISION EXTRUSIONS,LTD.WHITE RIGID,VE 1000 TAN 202(NON-WHITE)RIGID 8BBOWN-COATED GLAZING DETAILS..........................3
(PAINTED OR LAMINATED)RIGID PVC NONS,VISION EXTRUSIONS LTD.WHITE&VE 2000 TAN DESIGN PRESSURES.....................45
STANDARDS USED: _
ANON-WHITE)RIGID CELLULAR PVC NOA'S,ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ADM SIDELITE/TRANSOM ANCHORS 4-6 7
LUMINUM DESIGN MANUAL. •2014 FLORIDA BUILDING CODE(FBC),STH EDITION INSTALLATION................................7-9 :�f.Y'•. �A7E(F
•ASTM E1300-09 EXTRUSION PROFILES..................10 ',�; F(,)o;p"r,••'f`
13)THE 5455 SERIES IS ALSO KNOWN AS THE 455 SERIES. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PARTS LIST.....................................11-12 ','ti^ ""'• "��^ I
•ALUMINUM DESIGN MANUAL,ADM-2010 CORNER DETAILS..... i" JJ�'i•-t "•�" {....11 •i, r �_
•AISIS700-07/S2-2010 HARDWARE DETAILS.....................12 r%!,1 I•t t`'
A.LYNN MILLER,P.E. j
P.E.#58705 —-�—
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EXAMPLE CONFIGURATIONS
40"
8-314" ---.{ 4(r �+• +{ 7MAX.16*
3MAX 76'MAX. TYP. 3M�PAULL I 1"MULL —.-� 3M "SLAB (38.79") -{WIDTH --�I ULL
FROOUCT REVLSED
/ / \ / / mcemplyinawilh the FWsiAda
Bildis/ Aacptmcc No«'0 F�•��
nimfim Dd. n
MAX --
93-718" HEIGHT // / twt ni Roduct Control
MAX.SLAB (ALL DOOR
HEIGHT CONFIGS.) � �A)NO CHANGES THIS SHEET-
\ JR-03/la/15
B)LIMITED OO CONFIG.-JR-
01124/16
TYP.DOOR SLAB X - XX OIX(SHOWN)OR XIO ONO w
ODE STILES AND WIDE RAILS AND WIDE RAILS (NARROW STILES AND WIDE > ^a8
SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) w iis p
30.8 FP MAX 30.8 F 2 MAX. MAX O
DETAIL SEE SIZE RANGES SEE SIZE RANGES
HEET# FROM TABLE 8.SHEET 5 FROM TABLE 8.SHEET 5 HORIZO 3h&1A3/X4" { N N ala0Lo
MULLION I •7
O v
J m m y
LENGTH
rn o ,r
J 8
Z LL U)lJL coo uMvO 2
40" 40" U L) X D o
76'MAX MAX. MAX F Z 02 JMO
MULL(X2) �� TMP' 88AX 106-1/16' TYP, / O
MAX, MAX. If 1"MULL
o� Y F
DLO OLD Z O.Z ❑
11 Z O O
MAX. MAX I'MULL
HEIGHT / HEIGHT / m O iaays
OR WIDTH OR WIDTH ® m O
96"MAX. N
MULLVERTIITH / j CAL z
Z Z
\ / LENGTH a LL W a�ooas
J (L
\ / \ > o
Oixxio SINGLED SINGLED OIO(MAXIMUM OF2
(DE STILES AND WIDE STILES AND WIDE ODE STILES AND WIDE STILES AND WIDE (NARROW STILES AND NARROW STILES AND NARROW MULLED SIDELITES)
RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) ODE STILES AND NARROW O/O WITH O/X WITH '• ;.�''� •-`r
SIDELITES)
NOTES: RAILS SHOWN ON SIDE HORIZONTAL HORIZONTAL
1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. MULLION MULLION " ��'• "`�'�
2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS PER THIS NOA. (WIDE STILES AND (NARROW STILES
3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES.SEE SEPARATE NOA. WIDE RAILS SHOWN AND NARROW _ L
/!
4)FRENCH DOOR MULLION IS LIMITED TO 96' "IN VERTICAL APPLICATIONS AND 40 IN HORIZONTAL APPLICATIONS. "
5)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SLTrrR OR MULLED ASSEMBLY. ON SIDELITE 8 RAILS SHOWN ON `tl ..�,•;;
6)ADDITIONAL CONFIGURATIONS USING THE 1'FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS TRANSOM) TRANSOM)
..
A REFERENCE FOR SIZE LIMITATIONS.
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A.LYNN MILLER,P.E.
DOOR,SIDELITE&TRANSOM
GLAZING DETAILS
718'NOM. 718"NOM.
GLASS STACK GLASS STACK
PRODUCT REWSEDFlwids
as_.plying with the
pa ild;9 Datepwace No
518'AIRSPACE 118'TEMPERED GLASS 1/2'AIRSPACE 3/16"TEMPERED GLASS
By
Mi 'Dads hudtvt
1/8'TEMPERED GLASS,,, 3/16'TEMPERED GLASS ,I
A)ADDED t138-JR-03I18115
27 27 m B)ADDED TIPS SPACER-JR-
,1n6• 11116• 01124/16
EXTERIOR GusS Blre EXTERIOR owss efTE
3 3
a
39 39 40 41 43 38 39 40 41 43 W 7m
42 42 Lo O
(7 N r alaG 0 1n
O a v
GLASS TYPE 1 GLASS TYPE 2 z-j 0 LL 0 Imo Q
U V X L o
F-Z m 0 10`t awo
ow O
Y t
�> Op
�z D:z LL
718'NOM. 7/8'NOM. L��— -I v 0 O
GLASS STACK GLASS STACK I I Z
Q
O O O laays
5/8'AIRSPACE 1/8"TEMPERED GLASS 1/2'AIRSPACE • 3/16"TEMPERED GLASS O W z
W 0
1/8"TEMPERED GLASS--, 3/16'TEMPERED GLASS O LL Z
I J
U _z
EXTERIOR 27 lime" EXTERIOR \27 ' O
GLASS BITE � GIASS BffE a111 'asap sauo5
38 39 40 41 J�0 38 39 40 41 �� ��;.�y ;;.Sr •.�� i�.
43 43 -
42
16
GLASS TYPE 1 GLASS TYPE 2 :-)3 r`
SHOWN IN SIDELITE ADAPTER SHOWN IN SIDELITE ADAPTER
A.LYNN MILLER,P.E.
P.E.058705 -
SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR
INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION
�L 4'O.C.MIN., O O NO,01X,XJX,OIXIO,XIOIX,OIXXIO,ETC)
SEE TABLE 4, -- SEE MULLION CLUSTER - �--- SEE MULLION CLUSTER
4'MAX' —�{ 4'MAX. ASTRAGAL THIS SHEET,OR QUANTITY, \ DETAIL BELOW /� `�\ DETAIL BELOW
CLUSTER SEE TABLE I, I/ \ 1 \ PRW1JCr REVISED
SHEET 1 FOR ATTACH DOORS AND I as complying wid,tlm Florida
9-12' _"M 9-1 ___---__ TYPE SIDELITES TO THE Building Code I1/�
MAX. r MAX. i \� / MULLIONASPER \� / AcoeplanmNo*-01 �p.%
I / CENTERED I I / \ I I I I/ OF THETHE SNDIVIDUTRUCTI
AL Faq,uatron UateJ�{
�I BETVYEEN - ______
CENTERED ANCHORS 1 i I I i I DOOR OR SIDELITE i DY
BETWEEN CENTERED 1 I
Mimol de t'm&ra d
1 1 SETWEEN I I I 96"�• _
HINGNOTE 1: _O HINGES SEE 1 I I LENGTH W i TAVERTICAL MULLION I MULLION a A)NO CHANGES THIS SHEET-
NOTE 11 12'O.C. NOTE 11 I I VERTICAL LENGTH IN � JR-03l1 BI15
I I APPLICATIONS I 1 VERTICAL
MAX CENTERED DESIGN PRESSURE m
CENTERED I I I I I I APPLICATIONS B)NO CHANGES THIS SHEET-
BETWEEN BETWEEN I I I ISEE 1 JR-0124116
% HINGES 1 I I I +/•70.0 PSF I I
HINGES 1 CENTERED I NOTE 1 /, pUl
�I 1 BETWEEN 1 I I I I SIDELITE SIDELITE SIDELITE DOOR
10-1rr (- 9-M ANCHORS 10-1/2 J
MAX. MAX. rj W Y m
ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS >
ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD Q'
SAME AS HEAD SAME AS HEAD ---- -- p
X XX (USING ASTRAGAL) MAX., ` MAX' �N n 30 O Uj
/ MULLION 6'/ �1"MULLION O A v v
/ 7 \ / \ J J .17 o T 0
TABLE 4: 4"O.C.MIN. 6" 4'O.C.MIN. 4'O.C.MIN. --cc--�� 4' 4.O.C.MIN. U LL fV J CDuw Bi0
TABLE 3: XX Door.Astragal Cluster Anchors Required 1 11 I y yI , 1 = .�-•LL
DOOR DESIGN PRESSURE 1 -1 1 W Uj
Head&Sill I I SEE TABLE 6, 1 I SEE TABLE 6, U U XO cO 6 eN
of
+/so.o PSF Gless Typo 1 Door Width{in) --- --- THIS SHEET, FW-Z 0 q I I THIS SHEET, W O C suD
FOR ANCHOR FORANCHOR
*f-70,0 PBF Glazs T e 2 V41 60 72 76 \ SIDE- SIDE- / \ SIDE- DOOR/ > C) H
yp \ / QUANTITY,SEE \ / QUANTITY,SEE 1� O p sF J
\ LITE LITE / TABLE1,SHEET LITETABLE1,SHEET oZ LL Z 0)
m m c� m O ❑ / 1 FOR TYPE 1 FOR TYPE p LL
1 '6 g' h > > n u n Z 0
TABLE 6
80 4 4 4 5 4 5 4 4 Anchors Requlredfora Vertical Mullion(each mulllon end) FOR'OIXXIO' ® N O W faayS
98 4 5 4 6 4 8 5 4 Door or Sidelileammom Width(In) AND SIMILAR m p
p p
12 24 32 38,V4 40 CONFIGURATIONS U CO F-
O CONTAINING A
TRANSOM-TO-DOOR(X/O)OR TRANSOM-TO-SIDELITE(O/O) Fft..M
m o m O a m o ❑ m o p DOUBLE DOOR Q of a/a�S
n g € r 8 n g n ( ),usE U-MULLION ATTACHMENT&INSTALLATION r "r 2 'e '= ONLY HALF OLO
F -1 0
O du aco a`u �O v
aml
2 1 3 2 1 WA WA WA THE FRAME w y-
WIDTH OF7HE U Z
ATTACH DOORS, _ _ 2 1 3 2 1 3 2 1 W LL
SIDELITES& 2 1 3 3 2 WA WA WA OUBLE DOOR j TRANSOMS TO THE / � �`� WHEN USING 2 1 3 3 2 3 3 2 THIS TABLE.
MULLION AS PER
THE INSTRUCTION - J / \ 1'MULLION ..;
OFTHEINDIVIDUAL TRANS \�` \ INSTRUCTIONS:
\ 6- 1 HORIZONTAL 1 DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR
PRODUCT ---/- — \ 1 MAX, 1 )
.(MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH
j 1 APPLICATIONS HINGE LOCATION(RECOMMENDED#10 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 - -
L__ TWO(2)ANCHORS EXAMPLE,ON AN NO'CONFIGURATION,THE OP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE
TABLE 7: DOOR Oft \\ (TYPE A-D)AT EACH DETERMINED.THE LOWEST OP APPLIES TO THE ENTIRE ASSEMBLY. _
HORIZONTAL MULLION SIDELITE - _ / MULLION END. r-•� J6 r�r._
DESIGN PRESSURE NOTES: - ? 1
1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED.
+/.70.0 PSF 2)MULLIONS SHOWN ARE STANDARD 1-FRENCH DOOR MULLIONS. fit?•- r_:j r!�
40'MAX.MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA
TRANSOMS WIDER THAN 40'WILL REQUIRE ADDITIONAL THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP.
STRUCTURE OR DADE-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO 96"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 SIDELITE/TRANSOM OR MULLED ASSEMBLY. A LYNN MILLER,P.E.
6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.058705 ----—
SIDELITE/TRANSOM INSTALLATION(0)
28.O.C.MAX. 23-1/2°O.C.MAX.
IF SHORT SIDE IS IF SHORT SIDE IS
40'OR LESS OVER 40'
PRODUCT REVISED
m cemplyin6 K'il6 h1c Florida
TABLE&: Bild ��0_0
AcPtmw No 4P.c)(o
I+ �- ______________-
--- - - Sidollto/Tmnsom Design Proscume(+l-,psQ for Glass Types 1 6 2 j , SEE TABLE 9, BE*
mrr-D at. µ 9
Long Side(n) 28'O.C.MAXI I I SHEET 6 FOR By
633/16 66518 fib 70 72 76 78 82 84 88 92 96 98 104 1 10B 111 IF LONG SIDE ISI I ANCHOR Miami ads Product
24 +/-70 +/-70 +/-70 +/-70 +/-70 +/.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 +/-70 1 +/-70 +/-70 40'OR LESS I I QUANTITY,SEE
I 28 +/-70 +/-70 +1J0 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/7 TABLE 1,SHEET 10 +/-70 I I I A)CORRECTED TABLE 8 DIM.-
I I I FOR ANCHOR JR-03118(15
32 +/-70 +/-70 +170 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/70 +170 +/-70 +/-70 +1-70 +/-70 I I I TYPE.
36 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 i B)NO CHANGES THIS SHEET-
I I JR-01/24116
3M4 +/-70 +/70 +/-70 +l-70 +/-70 +1-70 +/-70 +/70 +/-70 +1-70 +/-70 +/-70 +/-70 +l-70 +l-70 +/-70 I I I
40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 23-1/2°O.C.MAX. I I I I
IF LONG SIDE IS
42 +/-70 +1-70 +/-70' +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 +/-68.5 OVER 40' I I I
44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.6 +/68.6 +/-87.7 +/-67.3 I I I :� m
m L 12-MAX LONGSIDE W
48 +/-70 +/-70 +/-70 +/70 +/-70 +/70 +/-70 +l�9.4 +/�8.7 +/-87.6 +/�8.5 +/65.6 .M- U o
--- - - --- ( ) � ` '^8
in 48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/.69.1 +/-67.8 +/.87 +/-65.8 +/84.7 p s
6'MAX _ I Imo_----------- n
g 50 +1-70 +l70 +/-70 +/-70 +/-70 +/.88.4 +/-67.6 +/-66 +1-65.4 +/-64.1 (SHORT SIDE) "1 } a ea `-
rr I a O
w 52 +/-70 +/-70 +/-70 +1-70 +/-69.1 +/.87.1 +/-66.2 +/.64.6 +/83.9 O N N W to
(WIDE STILES AND WIDE O
54 +l-70 +/-70 +/-70 +1-69,2 +/-68 +/-65.9 +/-65 +/-63.4 RAILS SHOWN ON SIOELITES) -1 rn o e
55 +/-70 +/-70 +/-69.7 +/-68.3 467.1 +/-64.9 +/-63.9 Z LL CIJ r s_J LL CD -0
LLF 58 +/-70 +1-70 +/-69 +/-67.6 +/.66.3 +/S4 U U X to 0
60 +/.70 +/-69.6 +/-68.5 +/-67 +1•65.6 U,W m O `o t Oma
62 +1-70 +/-69.2 +668 +/.66.5 o Y
63�116 +1-70 +/�9.1 +/.87.9 +/$8.2 28'O.C.MAX 23-1/2'O,C,MAX. O Z [1 C) °J U
IF SHORT SIDE IS IF SHORT SIDE IS 0) LL
665/8 +/89.1 +/�8.9 40°OR LESS OVER 40° Z O
---- -- -- Q 10
CN
O W J-Is
�I I I I SEE TABLE 9, ® N O
28'O.C.MAX. I I I SHEET 6 FOR # 2 U F
IF LONG SIDE IS ANCHOR U U Z
40°OR LESS I I I I QUANTITY,SEE Q W W a/aas
I i i TABLE 1,SHEET 1 p' T1 IT)
FOR ANCHOR LL Z U)
TYPE. w } O LO
1 I O ; Q LL
O
I
23-1/2'O.C.MAX I I I I allll 'sad sauag
IF LONG SIDE IS I I I
OVER 40'
...)
J 12'MAX(LONG SIDE) .C`'••'..r:,t - �:
6*MAX L--------------J ,'! -oar;:;
(SHORTSIDE) F~ -
(NARROW STILES AND NARROW - � 16Uu
RAILS SHOWN ON SIDELITES)
NOTES:
1)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIOELITE/1RANSOM OR MULLED ASSEMBLY.
2)SIDELITEITRANSOM MAY BE A SINGLE,STAND-ALONE UNIT.3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAIL A.LYNN MILLER,P.E.ABLE SHORT OR LONG DIMENSION. P.E.#MILLER,
T N z p Short Side Qn)
m
� y�O•. I�ii � N O � m A N O OD m � N � y � N m A �
Z A r N r N r WR
N N r N S r N r N N r No �aaa(Q }fO 3ro NNN no, NNNu!NN(/1rAN m m m m m io m m m m m m m m
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1.A m W y ou Anc
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Z 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 A N A N GT.Ups B-0
W_
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mA mA mAm mAU mAmb mAUA mbmbmA mAUAAA AmAmAmA WAWAWAW AWAmAAmA WAWAWWAW AmmAAyAVA W AAWWAWAW AmmAAmAvAvU W A AWWWWWWWW A U AmAAyAJAVNJU WWW WWWWWWWWWWW A UA mAAmAJAVyVV U U WW W W W WWWWWWWW W W A A mAyAJAVNVUJ U mU W W WW WWWWWWWW W W WW AA mA mAVAvNVUV U mU W W W W WWWWWW WW WW AA UA AmAJNVJ U mU W W WW WWWWWWW WWW A A U A AmAmNVV U mU N N NN NNNNNN N NNN A A U A AmAmNV JU JU N N NN NNNNNNNN NN N A A UA AmAmmmUV U VU N N N NNNNNNNN N NN A A A AUAmymNm U mU NN N NNNNNNNN N NN A A AUAUUym ImU T N N NNNNNN N NN A A AAUUI UUIUT T N N NNNNNNNNN
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Group A
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Groups B-D O
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Groups B-D
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Group A o -0rou chor
m W m W m N m N V N V N m N U N Group A
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Anchor
U W U W U N U N U N U N U N U N Groups BZ
nchor
m W UN mN mN V NmN mNGroupA
._...._....___._. _.. Anchor �p
m W U N U N U N U N U N U N Group B >
Anchor
U W UN UN UNUN UN mNGroups GO
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mN mN VN V NJN mNGroupA
Anchor
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Anchor
mN mN mN mN V N mNGroupA
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m N m N m N m N m N m N Gros !
Yi
1070 TECHNOLOGY DRIVE R.,C Re,8R.vA m a
-;:o`` 'vi;� :• N.VENICE,FL 34275 %o z a
P.O.BOX 1529 '3= n 8 B 8n 3
' -- NOKOMIS,FL 34274 zSl
z .
-> 'Ml
CERT.OF AUTH.#2929fi (941)-480-1600 01
"
•`•'; O
N _ VINYL FRENCH DOOR AND SLTffR o 5/7/13 N y N
. T
n .rya c•' SLT/TR ANCHOR QUANTITIES om J ROSOWSKI m
FD-5455 � NTS 6 OF 12 oz MD 455.1 B �9�
s
EMBEDMENT 1/4' INSTALLATION
MAX.
u u u
SHIM 23 OPTION 1
INSTALLATION ANCHORS
EDGE 16 INTO 2X WOOD.
DISTANCE 13
1 68 67 PRODUCT
7YP.ANCHOR TYPE, w cplyivgwritW ft
Florida
EMBEDMENT AND Building Code
EDGE DISTANCE PER 71 33 33 Aooept- N0 1fo•OI2(o'O�P
Expiration 2DIq
SUBSTRATE,SEE- - _
TABLE 1.SHEET 1. By
M;am; ada rredoct
1 ANCHOR PER HINGE
TO BE THROUGH - <A)NO CHANGES THIS SHEET-
SUBSTRATE.MIN.#10 '
FLATHEAD SMS,SEE )NO CHANGES
TABLE 1,SHEET 1. 72 5 47 48 m B)NO CHANGES THIS SHEET-
EXTERIOR 27 B 53 8 � JR-01124/16
28
70 DETAIL 19
2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERIOR
OR FRAMING.SEE JJ��LL lL m Y m
NOTE 2,THIS SHEET V DETAIL
TVP.ANCHOR TYPE,EMBEDMENT p N N
AND EDGE DISTANCE PER } r n alo0 O
TYP.ANCHOR TYPE,EMBEDMENT AND SUBSTRATE,SEE TABLE 1,SHEET 1. C7 v rn
EDGE DISTANCE PER SUBSTRATE,SEE AVOID INTERFERENCE WITH 18 O co c) q'
TABLE 1,SHEET 1. OPPOSING ANCHOR BY CHOOSING TYP.ANCHOR TYPE, � rn c, ,Ig ❑
THE CORRECT LENGTH OR TYP.ANCHOR TYPE, EMBEDMENTAND Z LL LL c ro,0
EMBEDMENT 1/4' STAGGERING LOCATIONS. 23 EMBEDMENT AND EDGE EDGE 18 SUBSTRATES,SEECE PER U L X� 0
DISTANCE PER SUBSTRATE,
T— SI HIM 23 23 10 SEE TABLE 1,SHEET 1. 23 10 TABLE 1,SHEET 1. H W 02 CID of m O � t OON .
EDGE 16 > O YO V
DISTANCE I ! 1 ANCHOR PER HINGE. BE I t Z d Z N
IIf� THROUGH SUBSTRATE.MIN. IIIJr-' ❑ �
#10 FLATHEAD SMS WITH Z O
MIN.3 THREADS BEYOND ¢ r
INSTALLATION 1 METAL SUBSTRATE. 52 m of
OPTION 2 42 71 7 23 41 ® m O
29 laays
O
INSTALLATION a ❑
ANCHORS DIRECTLY U O Z.
INTO MASONRY. a W
. LL Df Q m
O LL
J
� Z m OLL
•• 26 4 72 4 ) Z
• 47 48 egu �sa0 sapeg
EXTERIOR 32 EXTERIOR
1'FRENCH DOOR MULLION 18 70 20 28 `,•,:`•!; ?r.
1 ANCHOR PER HINGE TO BE THROUGH
EXTERIOR
DETAIL�A SUBSTRATE.MIN.3/16-FLATHEAD DETAIL�I DETAIL�J
ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. -
INSTALLATION NOTES: - { i
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
„•,• u?
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM.2)WOOD BUCKS DEPICTED ON THIS SHEET AS-1X-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112-.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO �,•.j,�``•. ;.r Gri;,O?_•'• r'
MASONRY.WOOD BUCKS DEPICTED AS"2X"ARE 1-112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE .
AUTHORITY HAVING JURISDICTION.
3)FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO 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. __ __ _ P.EJ#58705
TYP.ANCHOR TYPE, INSTALLATION
EMBEDMENT AND EDGE 1/4'
DISTANCE PER SUBSTRATE, OPTION 4 MAX
23 10 18 23 SEE TABLE I,SHEET I. INSTALLATION ANCHORS SHIM
�J DIRECTLY INTO METAL
EDGE
I 1 ANCHOR PER HINGE TO BE DISTANCE
16 IUD THROUGH SUBSTRATE.MIN.
1 #10 FLATHEAD SMS WITH L
MIN.3 THREADS BEYOND DOOR 67 PRODUCT REVISED
METALSUBSTRATE. VISIBLE LIGHT e p1Ying with dw Flm;da
33 29 71 5 WIDTH(DLO) I 7 23 A=PM=M I��p 0--12�o.O(p TYP. --
ANCHOR Bxpimtiao Dace�.s+Y.ier72Dlq
-- - --- TYPE,EMBEDMENT
AND EDGE F
DISTANCE PER N.il.Onde Produel
SUBSTRATE,SEE
t IQJ� TABLE 1,SHEET 1. ¢A)NO CHANGES THIS SHEET-
c JR-03/1B/15
EXTERIOR 3 31 72 41 52 m B)NO CHANGES THIS SHEET-
5v EXTERIOR 48 JR-01f24/16
1°FRENCH DOOR MULLION 70 15 47 20 28L '
DETAIL 18
MIAMI-DADE APPROVED
MULLION(SEE SEPERATE
NOA),ALUMINUM,STEEL LU M `1 m
DETAIL�E FRAMING OR STEEL STUD.SEE >
SUBSTRATE PROPERTIES,
INSTALLATION OPTION 3 DOOR FRAME WIDTH TABLE B,THIS SHEET }^ ,oo O ui
INSTALLATION ANCHORS THROUGH TYP. TYP.ANCHOR TYPE,EMBEDMENT O N N K to
BUCKSTRIP INTO MASONRY. STANCE P R SUBSTRATE SEE TABLE EDGE
SHEET AND EDGE DISTANCE PER OJ m 'T
EMBEDMENT 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. Z'_Li h LL a,
TYP.ANCHOR TYPE, ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT _
1/4• EMBEDMENTAND 18 23 1/4' 2
OR STAGGERING LOCATIONS. TT U W X O
SHIM 23 MAX. EDGE DISTANCE PER 23 10 I MAX. 23 W Z 02 00 R 'aN
EDGE SUBSTRATE,SEE ! SHIM I— m O , DMO
TABLE 1,SHEET 1.
DISTANCE DISTDANCE 1 O O
Z a Z m U.
16 ° O O
u u Z to
TYP.ANCHOR 1 of
Q
TYPE, 31 P9
EMBEDMENT 5 33 ° f
® N 00 1aay5
AND EDGE O N m
DISTANCE U O Z
PER Q Z c/oag
SUBSTRATE, Ul
SEE TABLE 1, 0 LL �SHEETI. 0 Z_ UEXTERIOR �CONCRETE/CMU 3 31 IORPER ANCHOR �Lj any REQUIREMENT 1X WOOD CONCRETE/CMU '°•-
BUCKSTRIP. SIDELITERRANSOM FRAME WIDTH PER ANCHOR 17 \,`;PIi I ryi;/
EXTE�OR 18 SEE NOTE 2, REQUIREM ENT �� •''r
THIS SHEET. DETAIL�F DETAIL G� DETAIL�C INSTALLATION '' rlls� '�
OPTION 2
INSTALLATION ANCHORS
INSTALLATION NOTES: DIRECTLY INTO MASONRY.
;:t
�iJ
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 -�
t
ANY SIDE OF THE DOOR,SIDELITE ORTRANSOM.
2)WOOD BUCKS DEPICTED ON THIS SHEET AS
MASONRY. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112°.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO
MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE 1-1/2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE ''•� '�;;i,," '
AUTHORITY HAVING JURISDICTION.
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELRE OR TRANSOM.
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELIT'E,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. _ A.LYNN MILLER,P.E.
___ _ _ ____ _ P.E.#58705
INSTALLATION OPTION 3 INSTALLATION OPTION 4
INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE
DISTANCE DISTANCE
a • ' 2X WOOD
CONCRETE .. BUCKSTRIP
4 32 16 PER ANCHOR ° OR FRAMING,
REQUIREMENT EMBEDMENT SEE NOTE 2, EMBEDMENT
Q� 1 THIS SHEET PRODUCT REVISED
1 '•' m complying with am Raid®
23 1X WOOD 1X WOOD BUCKSTRIP,SEE Building Code
BUCKSTRIP,SEE 23 NOTE 2,THIS SHEET, AMpE--Tb�G�O)�LW`()(p
-- - - --- - - - NOTE 2.THIS SHEET. _ m Dak )q --_
1/4'MAX SHIM 1/4'MAX SHIM
17 By
18 25 °� Miami Dde Product
n 23
10 18 1 ;A)NO CHANGES THIS SHEET-
TYP,ANCHOR TYP.ANCHOR z JR-03/18115
16 i TYPE,EMBEDMENT TYPE,EMBEDMENT m B)NO CHANGES THIS SHEET-
I I I ANDEDGE ANDEDGE JR-OW4116
TYPI 29 DISTANCE PER DISTANCE PER
EMBEDMENT
AND
E, II SUBSTRATE,SEE SUBSTRATE,SEE
EMBEDMENT AND EDGE Tr- 31 z
DISTANCE PER SUBSTRATE, SEE FLUSHBOLT TABLE 1,SHEET 1. TABLE 1,SHEET 1.
SEE TABLE 1,SHEET 1.AVOID I I DETAIL,SHEET 12 _
INTERFERENCE WITH I I C Y m
tq •�Dy
OPPOSING ANCHOR BY j 8 3 2
CHOOSING THE CORRECT I I It
za O
LENGTH OR STAGGERING C' D,E ITAIL I� 8 N aIDO
LOCATIONS. va
IT
EXTERIOR 33 DETAIL LD
OJ J m c`I o p
aZ IL r- - �m�o
OU X2 o
TIRANSM ~'W Do 0 co t OAf0
OR WINDOW FRAME r 0 vV J04
VISIBLELIGHT VISIBLELIGHT HEIGHT Z D-Z m L -
DETAILOH HEIGHT(DLO) HEIGHT(OLO) ❑ LL
I Q to
42 w
DOOR m O /aa45
FRAME ® c
33 HEIGHT p M
co
EXTERIOR Z: ZO Z
Z a/DDS
INSTALLATION NOTES: a
LL
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR I DETAIL DETAIL o v
TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE I
LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON I w O Z h LL
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. 1 INSTALLATION TYP.ANCHOR Z tl
TYPE,EMBEDMENT
OPTION 2 AND EDGE a111 •Dsad cDUDg
2)WOOD BUCKS DEPICTED ON THIS SHEET AS-1X-,ARE t}_ INSTALLATION DISTANCE PER
BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X INSTALLATION I I ANCHORS DIRECTLY .1
21 SUBSTRATE,SEE
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 I 1 I 22 23 TYP.ANCHOR INTO MASONRY. TABLE 1,SHEET 1.
DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS W ARE INSTALLATION ANCHORS I TYPE,EMBEDMENT •JL'�. ';.-,. >�' %;' '
1-1/2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE INTO 2X WOOD. I I ANDEDGE
OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 1 3.4'MAX.SHIM OR '�~ .,/J•
DISTANCE PER 3,4 KSI NON-SHRINK,
APPROVED BY THE AUTHORITY HAVING JURISDICTION. 24 T I SUBSTRATE,SEE 23 ;1�•'> '• '.
NON-METALLIC
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER 2 TABLE 1,SHEET 1. GROUT-FULL �• .�
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE L] LENGTH
FRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH 1/4'MAX.SHIM ~'ti.�/ll. •'I r 1 L ;�'/
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, —� o ft'• ��
SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE ti '-:. "";n'' -��•'`
SYSTEM. 2X WOOD BUCKSTRIP EMBEDMENT CONCRETE PER a EMBEDMENT ,ter
OR FRAMING,SEE O ANCHOR _ �'r �`t;ti.'•', =i'��
,' •' •v v
NOTE 2,THIS SHEET REQUIREMENT
�
-- - ----- - ---------------- EDGE DISTANCE -f►—�{ EDGE DISTANCE A.LYNN MILLER,P.E.
P.E.0 58706 - - ---—
a.szz° �— 2.2e1-
4.565'
.582' 04
3.925' 1.457'
.t�� .500' � 075'
.312' 1.750' PRODUCT REVISED
1.375" m u+mplyt'n$wild 9w FIwi hi
1.000" �IJ� Build¢�g Code
SIDELITE ADAPTER A�F�aNp��p-Oj
-L #20003,Rigid PVC a P�'1O° �D(�
O FRAME HEAD&JAMB O FRAME SILL O PANEL RAIL&STILE By
#20000,Rigid Cellular PVC 2 #20001,Rigid PVC 3 #20002,Rigid Cellular PVC F13e 1 �aP'O�`
3.079•
1B2°
A)NO CHANGES THIS SHEET-
1.503" �{ a JR-03/18/15
2A88'�+- 1.097"
m B)NO CHANGES THIS SHEET-
JR-01/24116
.374'
z
.27B" co y m
� naS
.080' 3.564" 4.561• � C
3.518• .100" u7 N
.080" ,080• 3.518" .080" .080' 3.918" >-N aloe a
3.518"
0A 0,A o e o
-1 JUL
Z LL �LL to maQ
-►� 1.075• U 0 X t7
m
OHINGE STILE Io wZ m Y %� t oma
REINFORCEMENT �B" 1 LIM'U1.075' -� 1.a75 1.000• n> Li N
#20013,6063 T6 O TOP
REINFORCE REINFORCEMENT OREIPANEL
ORCEMENT O ASTRAGCTVAL O ASTRAGAL Q DOOR MCTIVE UNCH LLION ON Z a z O1 Q o
1.994" #20014,6063-TS #20015,6063-T6 #20016,6063-T6 #20017,6063-T6 #20022,6063-T6 O
1.258' ® m OO 1-93
1.450" 075" .060, 0 (n
1.359' . I 3 .375' 1625" .73" . 062"
610° T U
Z Z0 e Q
.070'���. .840' — ~Z INACTIVE FRAME SCREW ADD-ON 1"MULLION ACTIVE LL
3 ASTRAGAL COVER 6 COVER 7 FIN/FLANGE $ CAP 9 ASTRAGAL COVER w } p
#20004,Rigid PVC #20007,Rigid PVC 420008,Rigid PVC #20009,Rigid PVC #20011,Rigid PVC j LL
�R'1 'asap saua3
.935" 2.285' --"'� 1 1.140° .h'• ',.!.I'I Tvii.
.830'
.386' .7 ,
.500' 23' .047' 563°
}T •D60'
.050'
.062^ .191• J .063• T .200" -
SINGLE DOOR ANCHOR THRESHOLD HINGE TRIM 7/8"BEVELED
20 22 23 24 25 26 27
ASTRAGAL COVER SILL CAP PLATE CAP DRIP CAP COVER BEAD e-.+•-''
#20012,Rigid PVC #19009,Rigid PVC #19031.6063-T6 #20020,6063-T6 #20021,6063-T6 #20023,Rigid PVC #20024,Rigid PVC
A LYNN MILLER,P.E.
- ALL RIGID AND RIGID CELLULAR PVC BY N N SIOEXTRUSIONS,LTD.---" - - -------_ - - -- -" - - P.E.#58705 - -—
i r • u
TABLE 10:
0 POT Part 0 Description Material DOOR HEAD 23 62 91
20000 oor&Mellto/Transo"
a From Ce ro uorP DOOR PANEL HEAD
2 20001 DoerFmma Sill Rigid PVC 1
3 20002 Ponol Stile 6 Rail Cellular PVC o S 19
4 20003 Sldelite Adapter Rigid PVC 36,3b
5 2DO13 Hinge Stile Reinforcement Alum.,6063-Tfi 6 .
6 20014 Penol Rog Relnforcement Alum.,6063-78 1
7 20M Panel Stile Roimoreemont Alum.,6063.76
8 20016 Active Aotmgal Rigid PVC PRODUCT REVISED
28 9 20017 kmcth.Astmgal Rigid PVC 1 B icomplying ldi .
022 switht�FlariAa
34 t 6.OIa
f0 20 1'French Door Mullion Alum.,6063•T6 Acxe aN.16.OI plan �Lpv
13 20004 Inaethe Astragal Cowr Rigid PVC 4 23 Expiration Dwe / )9
Rigid PVC
-16 --Zww--- Screw Cover - - 11
17 20008 Add•on FWFlang. Rigid PVC 3a,36 roducl
/ BY
18 20009 1'Mullion Cap Rigid PVC Miam aria F'
19 20011 Acliw Astragal Cover Rigid PVC 5
20 20012 Single Door Astragal Cover Rigid PVC 3 ® e A)NO CHANGES THIS SHEET
23 2DO18 Sill Screw Cover Rigid PVC DOOR / JR-03 CHANGES
23 19031 Anchor Plato Alum.,6W3.76
24 20020 ihraehold Cowr Alum.,6663-T8 18115
JAMB / m B)ADDED TIPS SPACER-JR-
25 20021 Drip Cap Rigid PVC z 0124/16
26 20023 Hinge Trim Cover Rigid PVC �
27 20024 718'Bawled Bead Rigid PVC
28 Fin Weatherstrip
29 167113 Fmmo Weatherstrip g5 67
31 714FPT410XW Fmme-to-Wide Stab Screw:014 X 1.1/2'Ph.PH,16.625'O.C. Btalniess Steal t,.1 Y m
32 7S101X Framo-to-Nor.Slab Screw.#10 XT Ph.PH,284 o.C. Stainless Steel 26 '2
DOOR PANEL n y
33 78X1FPT410 Rcln(oreomont Scmw:#8 X 1'Ph.FH,18'O.C. Stainless Steel
34 710X2FPAX Fmmo Assembly Screw.010X2'Ph.PH Stainless Stool 70 HINGE STILE ❑ "r 0
CO
35 714FPT410XW W-W Slab Assembly Screw.014 X 1-112'Ph.PH Stainless Steel O '-
37 71420X2.25 N-W Slab Assembly Screw:#14 X2-1/4'Ph.PH Stainless Steel DOOR PANEL o v N un
38 Cardlnal M.Edge Spacer / O V
l7
39 Qwmex Dumseal Spacer,Composite Seatent(Dealcenl LOCK STILE ® Io
J o Cn o ,(e ❑
40 62609 Ouanex SuperSpacer,Foam EPOM w/Desiccant 8 Butyl Z LL- U LL- (a —(I
41 TPS Spacer S stem U U X o
42 720028 Setting Block,(Duce.-85./-5) EPDM w co
43 Sackbedding:Dow-995 or GE-7700 Silicon. ~O W m Q W DMO
47-73 see Hardware BOM,Table 11,Sheet 12 Y
90 20033 Inaetlw Astragal Ca gcat.l INSTALLATION O Z d Z M N r
91 20035 A.1W Astragal Cap Acetel ANCHOR ❑ O LL
ALL RIGID PVC AND RIGID CELLULAR PVC BY VISION EXI-RUSIONS,LTD. 71 Z m O
ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM. 32 < ❑
INTERIOR ® � o a 1aa45
72
Z
33 < W ❑ al''S
DOOR LL W "'
LL w
22
JAMB 29 / K
DAYLITE OPENING(DLO)SIZES 39,3b
0 LL
WHEN USING PART#3:(WIDE RAILS OR STILES) 24 2 apt •asaQ saua5
X DOOR FRAME HEIGHT-12.1=DLO HEIGHT
X DOOR FRAME WIDTH-12.3=DLO WIDTH SIDELIErrRANSOM 3a ••'�'.,..�;_l(,I ;`;%;,,
(XX DOOR FRAME H E IGHT/2).12.1=DLO HEIGHT '`.�y1: .....-.-•i
(XX DOOR FRAME WIDTH/2)-11.7=DLO WIDTH JAMB W/NARROW
SLT/TR FRAME HEIGHT-12.1=DUD HEIGHT FRAME = �•
SLT/TR FRAME WIDTH-12.1=DLO WIDTH
WHEN USING PART#4:(NARROW RAILS OR STILES) BOOR s
SLT/TR FRAME HEIGHT- DLO HEIGHT SILL
SLT/TR FRAME WIDTH-4.9.9=DLO WIDTH
SIDELITErrRANSOM
34 31 SILL W/WIDE FRAME
1 (HEAD SIMILAR) A.LYNN MILLER,P.E
- -- - P.E.#58705 --------
I
HARDWARE DETAILS&LOCATIONS
47-49
62,63 52,55 53,55
60 6
67 8
70-73
• / 52,54 / s UCT REVISED
mIAyint A&h ch.Flarifr
Building Code
Aca
EQUALLY- Expipranoe IJo -21 pG
SPACED _ _ / / mtim_Uare ���
67 By
/ 47-49 / \ M' .Dade thodact
/ / \ A)NO CHANGES THIS SHEET-
z 3M6H5
53-54 JR-0
m B)NO CHANGES THIS SHEET-
EQUALLY- JR-01/24/16
SPACED
U
o O c
\ W y m
U)
0
MAX.
SPACED \ \ / N � e7o0
/ N
�co
zL m o
u �Li m -0
10,
MAX. =uj
e' \ MAX. \ UJ Z 02
6 2' u 70-73 70.73 o W M O 0M0
n Y F
O N
i .lJ � J m
n
O
CA
U)
X' CONFIGURATION �z a z
XX"CONFIGURATION w
\ s1 �-
SEE DETAIL, Q m
TABLE 11: TOP LOCK
SIMILAR ® N 00 UJ ha45
# PGTPart# af
Description Material
47 666032701 P3000 3-PT Rhino Lock(68"),Amesbury Inc. Stainless Steel HINGE DETAIL: # p 7
48 666032702 P3000 3-PT Rhino Lock(oter 6'6"),Amesbury Inc. Stainless Steel =
49 71032X1FPFX Rhino Lock Screw.10-32X'1"Phil.FH Stainless Steel a Z UJ12� aZ
5
52 20D27 Adjustable Strike Plate Assembly,Amesbury Inc, Stainless Steel o w 0-
410 S,S. w
53 20028 Center Strike Plate Assembly,Amesbury Inc. Stainless Steel LL Z to
54 7SI01X Strike Plate Screw,(X):#10 X 1"Phil.FH } C7 4
55 70X12PFHUX Strike Plate Screw,()0):#8 X 1/2"Phil.FH 410 S.S. O O O > Q
(XX) LL
60 7BB1202 Flush Bolt aR!1 'e.^ap seua5
61 7803725 Flush Bolt Rod(X9 4-
62 420034 Flush Bolt Guide()Op O ;
63 7832X12FP)(P Flush Bolt Guide Screw.B-32 X 112"Phil.FH
64 46O33N Guide Pin()N ,�.Ot. .....
65 78036 Flush Bolt Strike Plate(X)Q,Amesbury Inc. Stemless Steel @ @
66 7832X12FPXP Flush Bolt Strike Plate Screw,(M:#8 X314"Phil.FH 410 S.S.
67 varies Handle/Le%er s/16 11
68 varies Dummy Handle/Lewr 4" BEYOND r 1 - }; /;- ,,
70 PANEL 1 1 (/t t/ -7 6 - '-70 20025 Butt Hinge,Amesbury Inc. Stainless Steel '•." . 1( T^• .S
71 71032X1FPFX Hinge,Slab Screw:#10-32 X 1"Phil FH Stainless Steel T 6p FLUSH BOLT DETAIL:
72 7S101X Hinge,Frame Screw#10X1"Phil.FHI Stainless Steel I+ ".Ct:.•� +�
�.., L..
A.LYNN MOJJ=R,P.E
P.E.#59705