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j aYa' FL# FL253-R15
� � �- Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
Irosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/24/2015
Date Validated 08/31/2015
htips://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvwelwRFXRvHDBOZJMHBHYQKKrip99T9Ks%3d 113
5123/2016 Florida Building Code Online
Date Pending FBC Approval
Date Approved 09/07/2015
Summary of Products
FL# Model,Number or Name Description
253.1 FD-101(Impact) WlnGuard Outswing Aluminum French Door with or without
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL253 R15 C CAC 15-0528.24 LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/18/2017
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL253 R15 II 15-0528.24 LM.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details, and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
253.2 FD-101(Non-Impact) Outswing Aluminum French Door with or without Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL253 R15 C CAC 15-0528.25 NI.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/02/2017
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL253 R15 II 15-0528.25 NI.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details, and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
253.3 FD-5455(Non-Impact) Outswing Vinyl French Door with or without Sidelites and
Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL253 R15 C CAC 15-0409.0l.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/23/2019
Design Pressure: N/A Installation Instructions
Other: FL253 R15 II 15-0409.0l.odf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
253.4 FD-5555(Impact) WlnGuard Outswing Vinyl French Door with or without
Sidelites and Transom
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL253 R15 C CAC 15-0409.03b.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 01/23/2019
Design Pressure: N/A Installation Instructions
Other: FL253 R15 II 15-0409.03b.odf
Verified By: Miami-Dade BCCO- CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
253.5 FD-650(Non-Impact) Outswing Aluminum French Door with or without Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL253 R15 C CAC 14-1117.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/24/2020
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL253 R15 II 14-1117.04.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size, and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
253.6 FD-750(Impact) WinGuard Outswing Aluminum French Door with or without
Sidelites
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL253 R15 C CAC 14-1117.05.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/24/2020
Design Pressure: N/A Installation Instructions
https:/Mrww.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgvwelwRFXRvHDBOZJMHBHYQKKrip99T9Ks%3d 2/3
i
MIAMI-DADS MIAMI—DADE COUNTY,FLORIDA
ROMA
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.Qovleconomy
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 11FD-555"Outswing PVC French Door w/&w/o Sidelite and Transom-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-555.1, titled"Vinyl French Door and SLT/TR", sheets 1
through 12 of 12, dated 05/07/13 with revision A dated 03/18/15, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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 revises NOA No.13-0815.03 and consists of this page 1 and evidence pages E-1 and E-2,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MIAMMADE COUNTY NOA No.15-0409.03
MURIM11 Expiration Date: January 23,2019
7 f 2J1� Approval Date: July 02,2015
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 13-0815.03)
2. Drawing No. MD-555.1,titled"Vinyl French Door and SLT/TR!'.. sheets I through 12
of 12, dated 05/07/13, with revision A dated 03/18/15, 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
along with marked-up drawings and installation diagram of an outswing PVC French
door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-737'0,
dated 05/23/13, signed and sealed by Jorge A.Naya, Jr.,P.E.
(Submitted under previous NOA No. 13-0815.03)
2. 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 previous NOA No.13-0815.03)
3. Test repc6ts 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-73'38, dated
05/25/13,signed and sealed by Jorge A.Naya,Jr.,P.E.
(Submitted under previous NOA No.13-0815.03)
4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
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 previous NOA No. 13-08.15.03)
fi
1
Manuel Por 2 P.E.
Product ContrE miner
NOA No. -0409.03
Expiration Date: January 23,2019
Approval Date: July 02,2015
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014),.dated 03/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04/09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
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.
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.
5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their
series "VE 2000 Tan 202 and lighter shades (Non—White) Rigid Cellular PVC
Exterior Extrusions for Windows and Doors"dated 01/23/14, expiring on 01/23/19.
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.
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.
8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal
Conductivity 0.881 BTU-in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM.D3995
Oxygen—Pass,ASTM E 2190 I.G. Durability-No Fog-Pass.
(Submitted under previous 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 previous NOA No. 13-0815.03)
�)6�A,4�
Manuel Pe ,
Product Control xami er
NOA No. =03
.03
Expiration Date. January 23,2019
Approval Date: July 02,2015
E-2
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 previous 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 previous NOA No. 13-0815.03)
F. STATEMENTS
1. Statement letter of conformance to and of complying with FBC 511 Edition (2014),
dated 03/30/15,issued by manufacturer, signed and sealed by A.Lynn Miller,P.E.
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.
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 tinder previous NOA No. 13-0815.03)
G. OTHERS
1. Notice of Acceptance No. 13-0815.03, issued to PGT Industries, Inc. for their Series
"FD-555 Vinyl" Outswing VE 2000 Tan 202 lighter shades (Non-White and White) Rigid
Cellular PVC Door w/ Sidelites and w/ Transoms - L.M.I., approved on 01/23/14 and
expiring on 01/23/19.
Manuel Per z,P. .
Product Control E min r
NOA No. 15-04 .03
Expiration Date: January 23,2019
Approval Date: July 02,2015
E-3
GENERAL NOTES:SLR_1gS FD-5555, DESIGN PRESSURE RATING IN
IMPACT-RESISTANT,
INYL
.,REINFORCED,OUTSWING 7��TEDFCR�bgiSMALL
FRENCH DOOR&S'fdfflTENRANSC SEE SHEETS 4&6 MISSILE IMPACT RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE TABLE 1:
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Group Anchor Substrate Min.Edge Min.
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. Distance Embedment
3)FOR MASONRY APPLICATIONS IN MfAMI-OADE COUNTY,USE ONLY MIAMI-DADE COUNTY A WIV Elco Ultracon Ungrouted CMU,(ASTM 0-90) I. 1-114" IRODUCT REVISED
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN Ungrouted CMU, STM C-90) 2-112" 1-1/4"
'U"'"B
PINE.ASTM C90 CONCRETE MASONRY UNITS(CMUS)OF NORMAL WEIGHT AND OF COMPRESSIVE P.T.Southern Pine(SG=0.55) 1/2' 1_31w I-'_-�N'
STRENGTH OF MIN.1.9 KSI)AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. #10 Steel SMS(G6) Aluminum,6063-T5* 6116, 0.063" id. D-
4)MASONRY ANCHORS MAX BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD #10 410 S.S.SMS Steel,A36* 6116w 0,0631
BUCKS LESS THAN I-Ifr THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS #10 18-8 S.S.sms W.?r'
ARE OP'"ONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X Steel Stud,AW Gr.W 6fjS* 0.0631 1 1
ARE 1-1)r THICK OR GREATER.fX AND 2X BUCKS MEN USED)SHALL BE DESIGNED TO P.T.Southern Pine(SG=0.55) i1r "18. A)UPDATED ANCHdR,;rABLE,
V CHANGED SERIES#-JR-OY18115
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS 3116*Elco Ultracon Grouted CNILI,(ASTM C-9D) 2-10 2-1114'
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Concrete(min.2.85 ksl) 1. 131W
5),IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK, 1141 Elco Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2' 14/4"
NON-METALLIC GROUT AT 3.4 K$1 MIN.PER ASTM C1107,(DONE BY OTHERS),MAX.1/4-$HIM
SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT #12 Steel SMS(05) P.T.Southern Pine(SG=0.55) 9116" 11-wr
TIGHTTO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE ISWOOD, #12 410 S.S.SMS Aluminum.6063-T6* 318" 0.071"
30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,GRAS #12 1"S.S.sms Steel,A36* 3/8* 0.071" <
APPROVED BY THE AUTHORITY HAVING JURISDIOTIONI,COMPLYING WITH THE PBC. `Z-7
Steel Stud,A653 Gr.33* Tw 0.0711(14 Ga) iR
0
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE P.T.Southern Pine(SG=0.55) 1" 1-318, to -
0
ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS 0 '6
1/4'Elco Ultracon Grouted CMU,(ASTM C-90) 2-1/2' 1-3fir r.-
SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.EXTERIOR C CNI CIS
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR Concrete(min.2.85 ksl) V I.3!81 0
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE Concrete(min.3.35 Xsl) 1' 1314" _5 0 C>
OF THESE INSTRUCTIONS, 1/4"Eloo 410 S.S.CreteFlex
z , (D
thlgrouted CMU,(ASTM C30) 2-112" 1414" XLLT
6()
C5
, OD
1-318 w 2
7)MAX.IW SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT P.T.Southern Pine(SG=0.55) 1
FLUSH TOTHE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS,WOOD 114"Eco I"S.S.Aggre-Gator Concrete(min.3.27 kel) 1-1/2' 1_31v n 0
BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY > Y
0 C;
THE DOOR,SiDELITE OR TRANSOM. Urgrouted CMU,(ASTM C-90 IV 1-114" C> :
114"Elco Wracon Concrete(min.2.85 ksl) 2-1/r 1-318, ;i az IL
1- F0 S.S.6)DESIGN PRESSURES: D (�1 z 0
1/4. Wc
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND CreteFlox concrete(min.3.35 kel) 1 2-1121 1 1-314" < -
GLASS PER ASTM E1300. 'MIN.OF3THREADS BEYOND THE MET ALSUBUIRAlk,
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE. s 0
FRAME ANALYSIS AND GLASS PER ASTM E1300. 0
M F-
-SIGNED TO RESIST THE VqNDLOADS
9)THE ANCHORAGE METHODS SHOWN HAVE BEEN OF
TABLE 2:
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT Type Where 0 Z
BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION F Dowription Z
ACTOR WAS USED FOR # Used: UJ —
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER0
1,Vff Larril.IG(1161 T-I IMT Air-1/8"An-.090P PVB-IfIr An LL 10
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE 1 LO
Door w
(INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. 2 1,VIV'Laml.IG(3116"T-510'Alt-1!8"116'An-090"PV8-1/8!An
Z C'
3 I-Y19'Lam].IG(118'T-911W Air-3116"An-.09V'SG-3116"An) Uj LL
10)ALL RIGID PVC AND RIC40 CELLULAR CPUC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS 4 1-3!1T Laml.IG(3/16'T-1/2"Air-3116"An-.090"SG-3116"An)
Sidelite > o
BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. Tiransorn wiff -0 I-v-S)
1,1WI, . 9w a 16"An) (SLTnR)
jU1 lyn;�11 T(11'1" IV Air-3f19'An-0 PV -31
11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA Ka 1jr I 3116"An-09T PVB-3115'An) t tt 11 i t i"1111
BUILDING CODE- PVS=POLYVINYL BUTACITE
So-SENTRYGLASO INTERLAYER
12)REFERENCES:
TEST REPORTS:FTL-7330&7371 SEE TABLE II FOR SPACER INFORMATION GUIDE TO SHEETS:
NOIVS:ELCO ULTRACON NOAV,ELCO CRETEFLEX NOA,ELCO AGGRE-GATOR NOA; GENERAL NOTES--_.......»...».».».1
ELEVATIONS..................... SB705
VISION EXTRUSIONS,LTD.WHITE RIGID,VE 11000 TAN 202(NON-WHITE)RIGID 9 BROWWCOAT
ED 2
.(PAINTED OR LAMINATED)RIGID PVC NON$,VISION EXTRUSIONS LTD,WHITE 8 VE 2MO TAN GLAZING DETAILS ......3
R.
(NON-WHITE)RIGID CELLULAR PVC NONS,ANSUAF&PA NOS FOR WOOD CONSTRUCTION AND AOM DESIGN PRESSURES............. 4-5 Lfj Z:
ALUMINUM DESIGN MANUAL. SIDELITEfTRANSOM ANCHORS 4-6
INSTALLATION..................._.»....._.7-9 1A%sTr -w
13)THE 6655 SERIES 13 ALSO KNOWN AS THE 555 SERIES. EXTRUSION PROFILES,___10fLCRXO
PARTS LIST................-..................11-12 .........
14)INTERLAYERS MAYBE MANUFACTURED BY E.I.DUPONTDENEMOURS&CO..INC.OR KURARAY - CORNER DETAILS................-........11 111
ONA\.
AMERICA,INC., HARDWARE DETAILS....................12 11111110,
A.LYNN MILLER,P.E.
P.E.4 56705
�- - EXAMPLE CONFIGURATIONS
40'
40•
~�� S MOTH � I38
MAX.• � � 7V�. TYP. M'141ULL 1 7•MULL --�I�3�•—•"{�T,
1*MULL
PRODUCPRBVISED
j _ f f •\ ! f f' asingwith@xiPbtfda
.�a.
Building Coddc p De No
go"
1#! El0
x tal3on Ltat
MAX. r' f; ••\ _ /i ®.. .- ® Miai do ProduG' Ra
I93.718' HEIGHT // /j/J //J
fMHEIGHTB (ONFIGS.)
HEIGHT CONFIGS.) �A)NOCHANGES THIS SHEET-
\ \ \ f \ \
JR
-03118MS
x
P. OOR SLAB X XX OIX(SHOWN)OR XIO OIXIO X
(WIDE STILES AND WfDE RAILS (NARROW STILES AND WIDE $2 •nap
30.8 FT'MAX 30.8 FTI MAX. SHOWN ON SIDEUTES) RAILS SHOWN ON SIDELITES) n i O
DETAIL SEE SIZE RANGES FROM SEE SIZE RANGES FROM 40• 38.3!4'
TABLE 8 d 9,SHEET 6 TABLE 8 S,8,SHEETS HORIZONTAL MAX -N ^ a7o0 O j
MULLION —�.--..--.._�.I ! N It 19
LENGTH 1 1
O o e D
1z LL
7S"MAX. a a �
�I-.-, MAX. -�{ 8 ! V U aC 0 o a
I1. TYP, I 88-7/8• 106.1!18• // // Z
- -11�.— 1'MULL(XZ) TYPMAX. . i'MULL Fo m O 0Ma
DLO DLO I p O .r-i 'N.,
0 0 O
MAX MAX. Of
HEIGHT HEIGHT 1'MULL
//�/� �f� f�••\ �� OR WIDTH ✓� OR WIDTH 08`MAX. ///� ,,�� 0 LL laa
v5
VERYIM
MULLION jj� /.' b3 0 z.
LENGTH / ¢ W a1
\ \ j / O 9
0. to
,o
Li \ O Z LL
••\ ••\ >yma0 sava§
PIM-0 SINGLE 0 SINGLE O 010(ADDITIONAL MULLEDbttj
(WIDE STILES AND WIDE jWIDESTILESANDWIDE (NARROWSTILESANDNARROW LITESALLOWED) �.�'�'r'•,��ceNsr:,•�F�P J
RAILS SHOWN ON SIDELITE5) RAILS SHOWN ON SlDELITES) RAILS SHOWN ON SIOEUTES) pE STILES AND NARROW O(O WITH OlX WITH
MLS HORIZONTAL HORIZONTAL `S ••'.;Y
NOTES: "1< _
i)SINGLE DOORS MAYBE LEFT OR RIGHT-HANDED. N0.53705MULLION MULLION
Z)MULLIONS SHOWN ARE STANDARD O FRENCH DOOR MULLIONS PER THIS MOA. (WIDE STILES AND (NARROW STILES
3)MULLED DOOR
MULLION
16 NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE HOA. WIDE RAILS SHOWN AND NARROW - .,• 6 ?b s +=
4)FRENCH DOOR MULLION 19 LIMITED TO 88•IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS. ON SIDELITE 8 RAILS SHOWN ON ST`T L• :•(�
6)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SlTlTR OR MULLED ASSEMBLY. TRANSOM TRANSOM} ''.
SjADDITIONALCONFIGURATIONSUSINGTHEPFRENCHDOORMULLIONAREPOSSIBLE.USETHEABOVEDRAWINGSAS �,tti� ,rtORttyp•;a�`�
A REF
ERENCE FOR SIZE LIMITATIONS.
ilt
I A.LYNN MILLER,P.E.
P.E.068705
DOOR ! SIDELITE&TRANSOM
GLAZING DETAILS ( GLAZING DETAILS
1.3110'NOM. I 1.3116•NOM, 1-3116•NOM.
GLASS STACK 6116•LAMINATED GLASS STACK GLASS STACK RODUCT REVISED
GLASS STACK GLASS
STACKED GLASS
comply
ingwil IILaFlorida
I _ GLASS STACK � GLASS STACK u0diagCodc
S
18"ANNEALED GLASS N°
- -3N6"ANNEALED GLASS 3/16•ANNEALED GLASS
11/16'AIRSPACE .090`DUPONT 9118"AIRSPACE 000"DUPONT SG 112"AIRSPACE ,,...090"DUPONT SG P100 ci Co fmI
BUTACITE PVB I'
•—a/8"ANNEALED GLASS ( ♦ 3118'ANNEALED GLASS • 3710'ANNEALED GLASS A}NO CHANGES THIS EET-
1!8'TEMPEREDGIASS 118'TEMPEREDGLASS 3118"TEMPERED GLASS JR-03118115
m
14 14 14 n•
qq 11116' 11116'
JI GLASS OiT£ i D GtAS39lTE 4 Q GlASS01TE52
'
IL(JII ( 3
Q
EXTERIOR itt Y _naN
EXTERIOR EXTERIOR 38 39 40
>
a 38 39 40 42 36 39 40 42 a Q52
(1� al0
v 42 1U' 4It aG 0 �n
41
04
o g M a
In (D umoi
GLASS TYPE 1 GLASS TYPE 3 GLASS TYPE 4 U L 7D C v. o
TYP.WIDE FRAME GLAZING TYP.NARROW FRAME GLAZING W— O co
DETAIL,NARROW FRAME SIMILAR DETAIL,WIDE FRAME SIMILAR, k-W go a1AC
1 ti> 0 r
z ckz
LL
o
1.3118'NOM. ._ --�--� II 1-3IRV NOM. 1.3116'NOM.
GLASS STACK t GLASS STACK ` GLASS STACK -� Q c*s
1 5116"LAMINATED Ix Imus
GLASS STACK 7116"LAMINATED GLA LAMINATED
GLASS STACK GLASS STACK
N a J
__A18-ANNEALED GLASS ( 3116'ANNEALEDGLASS ,.3116"ANNEALED GLASS U FQ- z
618'AIRSPACE .080"DUPONT 9116'AIRSPACE .090"DUPONT 112"AIRSPACE 09W DUPONT Z
BUTACITEPVB I BUTACITE PVB BUTACITE PVB o w
—118"ANNEALED GLASS Ii r 3110"ANNEALED GLASS • 3118'ANNEALED GLASS LL
3118'TEMPERED GLASS 118'TEMPERED GLASS 3116"TEMPERED GLASS 4
—_.l. N
• j z g n
j LO
14 14 14 1x716• attl '�saG sa,:a
11r1s' rens•
GLASSBITE GLASS MTE GLASS SITE itLLIL 1r`r
O� 3 {t ���pNY LYNN
EXTERIOR EXTERIOR EXTERIOR I .� ��'' 'LSNS�'•�F.p
38 39 40 1 —r Q 0 :
38 39 40 42 �I 38 39 40 42 = ��' N0.58705 •�
41 ( 1 42 41 _
730.•, U`
GLASS TYPE 2 { GLASS TYPE 5 GLASS TYPE 6 '.,rsosS/Ftca...
TYP.NARROW FRAME GLAZING TYP,WIDE FRAME GLAZING /r 0NAu t
PVB a POLYVINYL BUTACITE DETAIL,WIDE FRAME SIMILAR. DETAIL,NARROW FRAME SIMILAR /I I I I I I 1111
A.LYNN MILLER,P.E.
$G SENTRYGLAS@INTERLAYER PEA 60705
SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR
INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION
W M 4-O.C.MIN., (010,01010,ETC.) (XIO,i XIX,0140,XJOIX,0=10,ETC)
SEE TABLE 4 ------ SEE MULLION CLUSTER ------ SEE MULLION CLUSTER
4-MAX 4"MIAX THIS SHEET, 1,DETAJLBELOW DETAIL BELOW
_ASTRAGAL FOR QUANTITY,Y. ... ...
SEE TABLE 1, ATTACH DOORS AND
r F. I I I I ...I
91 SHEET I FOR SIDELITES TO THE PRODUCTREVISLD
MAX. V MAX. TYPE US , with the Fli
MULLION AS PER Building
—0frHTE INSTRUCTION Awn N
BETWEEN HE INDIVIDUAL Expirelfon li
,,T CENTERED DOOR OR SIDELFTE
I I ODII,
'll"ION"
P_ N
.pini DaW�
I.
CENTERED ANCHORS
BETWEEN CENT RED I
V T
HINGES a EN 1- 96'MAX. 11114M 0 fro
I f TABLE5. > MULLION
SEE'l HI GES SEE' UENGTHIN Ali NO CHANGES THId.§AET-
NOTE i 12-O.C. Noi VERTICAL MULLION VERTICAL JR-03118115
MAX, CE ERRED DESIGN PRESSURE
CENTERED APPLICATIONS
BE EEN it
NGES ISEE +1-70.0 PSF
I INOTEII
CENTERED , -1
SIDEUTE 3SIDELITE SIDELITE L: DOOR
;
S;"�BETWEEN I BETWEEN
L
MAX. .. w
ANCHOR REQUIREMENTS I ANCHORRrOUIREMENTS >
ANCHOR REOUIREMENTSf ANCHOR REQUIREMENTS' SAME AS HEAD SAME AS READ to 0
SAME AS HEAD SAME AS HEAD MAX I _-- ---,I Ck —
MAYL R.—O
C14 cf�
XX,(USING ASTRAGAL) .1"MULLION 6. .1'MULLION — 0
0
TABLE 4: 4"O.C.M[N. G. l`---%1-4"OC MIN. 4'O.C.MIN. 4*�------k-4' IN 0 CS,
S
LL LL
LE& XX Door:AOmgal Cludar Ancti Roqulmd hflf I . ! (0
I mil I if I I I MI , ffilii , O.C. , X Lif -,6 -,
DOOR DESIGN PRESSURE] Road&Sill SEETABLE6, ffSEETABLE6. 6 CO
I k, 1 1 Lij W
Door Width on) I I M THIS SHEET, THIS SHEET,
' DE- .. FORANCHOR I'ISIDE FORANCHOR.
'I
SIDE. D OR,
41-70.0 PSF Glass Type 2 1 60 72 1 76 `LITEL7 QUANTITY.SEE QUANTITY,SEE N
48 SIDE- F IDE
LITE \ !�j q 5
LITE LITE C—�2E IL z U)
TABLE TABLE 1,SHEET LL
to I FOR TYPE I FOR TYPE 0
z
80
<
4 T-1-4 5 4 5 41 4 Anchors Requlmd for a Vortical Mullion(each mullion and) 0 LU j"qS
FOR-OIXXIW 0
96 4 5 1 4 8 4 8 1 6 T4 Door arSidelite nonsem WNth Ont AND SIMILAR a
12 1 X24 1 32 1 3"14 40 COCONFIGNURATIONS (Q
NTAIINGA
LLI
8 a I_Ila 1c, < z
I_ 00 LU 13-
11 ILMLF DOOR Q� III
TRANSOM-TO-DOOR(X10)OR TRANSOM-TO-SIDELITE(0/0) wghl (XX),USE t x
ONLY HALF OF LL z
MULLION ATTACHMENT&INSTALLATION r THEFRAME
DW —2 —1 —2 NIA 5 Lo
ATTACH DOORS, 3 HE Z 6 :
SLTfrR g* —1 —2 —1 ::2q 2 11 2. 11 2 1WIDTH OF LU LL.
SIDELITES -Doer NIA 2 1 7 DOUBLE DOOR 5; 0
TRANSOMS TOTHE - - WHEN USING
MULLION AS PER -K—WR I 2_1 3 1 2 1 3 3 2 _ 3 3 2 THISTABLE
THE INSTRUCTION 1"MULL(ON
OF THE INDIVIDUAL TRANSi INSTRUCTIONS: VNIN
PRODUCT HORIZONTAL K IXANCHORS.SEETASL I........74(
1)DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH S F 1,SHEET 1,FOR
MA"X. I MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST HE INSTALLED THROUGH THE HINGES,ONE AT EACH
— APPLICATIONS HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS 01 FLATHEAD ULTRACON FOR EACH HINGE ANCHOR).
112' ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION,FOR Na 58705
TA13LE 7-. D OR` TWO(2)ANCHORS EXAMPLE,ON AN 7XIO'CONFIGURATION,THE OP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE
DOOR (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. 1.
HORIZONTAL MULLION SIDELITE MULLION END.
DESIGN PRESSURE NOTES:
+1-70.0 PSF L 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. 0 s E
1 2)MULLIONS SHOWN ARE STANDARD I-FRENCH DOOR MULLIONS.
4a"MAX,MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA ......
TRANSOM$WDER THAN 40'VIILL REQUIRE ADDITIONAL THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DPNN-
STRUCTURE OR DADE-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO 96-IN VERTICAL APPLICATIONSAND 40'IN HORIZONTAL APPLICAnONS. I
TRANSOM AND DOORISIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME 3011LITEITRANSOM OR MULLED ASSEMBLY. A.LYNN MILLER,P.E.
6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMMION, P.EJ46825_____j
TABLE 8,
SidelltelTraneom Design Pressure(+I.,pet)for 0lareTypes 3&4 SIDELITE/TRANSOM INSTALLATION(0)
Long Side(tn)
833/18 1 66518 68 70 72 76 78 82 84 1 88 92 96 98 04 IDS 111
24 +170 +1.70 +1-70 +170 1 +1-70 +1.70 4-70 +/-70 +/-70 +170 +1-70 +1.70 +/-70 *!1-70 +170 +170 28'O.C.MAX. 23-112'O.C.MAX.
20 +1.70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +t-70 +1-70 +1-7o +1.70 +1.70 +1-70 +1-70 +1.70 +1.70 IF SHORT SIDE IS _- IF SHORT 61DE IS
32 +170 +1.70 +1.70 +1-70 +1.70 +1.70 +1.70 +1.70 +1-70 +1.70 +1.70 +/-70 +/-70 +1-70 +/-70 +/-70 40'OR LESS OVER 4W PRODUGTRBVISED
36 +1-70 +170 +170 +1-70 +170 +1.70 +/-70 +1-70 +1-70 +1-70 +1.70 +1-70 +1-70 +J-70 +1-70 +1.70 - m complying with the Florida
383/4 +170 +/-70 +/-70 +/-70 +1.70 +1.70 +1.70 +1-70 .+1-70 +140 +170 +/-70 +/-70 +/-70 +/-70 +/40 _ ____ Bending Coda
AcaaillonaoN
40 +1-70 +1.70 +1-70 +f-70 +170 +1.70 +1-70 +670 +l•70 +1.70 +170 +1.70 +1-70 +1-70 +1.70 +1.70 _ C 1 5 Ualion Date
I 1 I i SEE TABLE 10,
42 +1-70 +1-70 +1-70 +/70 +170 +1-70 +670 +1-70 +/-70 1 +170 +/-70 +1-70 +1-89.0 +/-60.6 28"O.C.MAX.I I I I SHEET 8 FOR Sy.
44 4/-70 +170 +/-7D +/-70 +170 +/-70 +/-70 +1-70 +1-70 +149.6 +/-68.6 067.7 +/-67.3 IF LONG SIDE ISI I I j ANCHOR 4i Dada plis&4t. rtrnt
Z940'OR LESS 1 1 1 QUANTITY,SEE
$ 46 +170 +1.70 +1-70 1 +170 +170 +1.70 +170 +169.4 +158.7 +1.87.0 +1.80.5 +1.06 t I - y 1 TABLE 1,SHEET 1
70 70 !70 +/-70 +/$9.9 +1$B.1 +/-87.6 +/-87 +/.65,8 +1.64.7 ---���--------''I I / t ;A CORRECTEDTABLE INM.-
m 48 +/..70 +/- +1- +- T ' t fj, I I FOR ANCHOR JR•03110116
60 +1-70 +170 +/-70 +/--70 +I70 +668.4 +1.67.6 +1.66 4-65.4 +1-64.1 I /! i TYPE• m
to 52 +1-70 +1.70 +/•70 +1-70 +/-69.1 +t-67.1 +/•80.2 +1-64.8 +143.9 I I 1 I '
54 +/-70 +170 +/-70 +1•69.2 +1.68 +/-85.9 +l65 +/-83.4
23.112"O.C.MAX. t I I I a
58 +170 +170 +/-89.7 +/-88.3 +/-87.1 +184,9 +1.83.91 I I I
IF LONG SIDE 1S
58 +1.70 ,+1.70 +159 +1-67.0 +1.66.3 +164 OVER 40" I I I I 1
60 +170 +1-60.8 +l66 6 +187 +186.8 1 j--L co Y
62 +1-70 +1-69.2 +/-68 +1.88.6
_ 12"MAX(LONG SIDE)
83.3/16 +770 +169.1 +/-07.9 +1•86,2S'MAX. _I L•-�-------._--____..J Q to
865/8 +/69.1 +1.68.8 (SHORT SIDE) 'I
uu�
(wipE STILES AND WIDE O� •� � uj
RAILS Sft0WN ON SIDEI(qES c� d
2 LL' cm U. m ono, �
x ^ a
TABLES:
111 V co •rtN
SldelltefTronsom Design Pressure,pef for GlaseTypea 6 S 6 0 m Y
28'O.C.MAX. 23.1/2"O.C.MAX. p O p
Long Side(in) IF SHORT SIDE IS IF SHORT SIDE IS ^2 D-Z .� LL
83.3116 68518 86 70 72 78 78 82 84 @8 92 Be 98 104 108 111 40"OR LESS OVER 40' Z O
24 +/-70 +/70 +/-70 +I-7D +1.70 +170 +/-70 +1.70 +1-70 +1-70 +/-70 +/-70 +170 +1-70 1 +1-70 +/-70 ---- -- ---- C
28 +1-70 +170 +670 +170 +170 +/-70 +1.70 +1-70 +1-70 +170 +170 +1.70 +1-70 +1-70 1 +1-70 +170 _ a
------------ O N s
32 +1-70 +1.70 +/-70 +1-70 +1-70 +170 +1-70 +/-70 +I-70 +1-70 41-70 +1-70 +170 +I-70 +1-70 +1-70 �r' f 1 ® m O d'
38 +/-70 +170 +/-70 +!-7tl +!•70 +/-70 +170 +/•70 +7-70 +1-70 +I70 +170 +1-70 +1-70 +1-70 +1.70 I 1 1 1 SEE TABLE IO, 0 (4
28'O.C.MAX. 1 I I I SHEET 6 FOR �c = E'-
38-SM +1-70 +170 +1-70 +670 +170 +170 +170 +1-70 +1-70 +1-69.9 +1.69 +1-68.3 +167.9 IF LONG SIDE IS j i ANCHOR V USI Z
40 +1-70 +1-70 +1.70 +1-70 +/-70 +/-70 +1-70 +/69.8 +1-69.3 +1-68.3 +!•87.4 +1-66.7 +1-66.3 q0"OR LESS 1 t i 1 QUANTITY,SEE W K
-i-�I TABLE 1,SHEET 1 O � 0.
42 +/-70 +/70 +/70 +/•70 +/-70 +/613.5 +166.8 +/•67.8 +167 +168 +165.1 f i i i i FOR ANCHOR U- Z
U 44 +1-70 +1-70 +/-70 +/-70 +1-69.1 +147.5 +156.8 41.65.8 +165 +164 I i i � i i TYPE. � Z 0
46 +/-70 +670 +/69.4 +/60,4 +/67.4 +165.8 +/65.1 +163.6 +1-63.2IL
�' 48 +1-70 +168.8 +1-68 +166,9 +160 +164.3 +163.6 +/62.2
U) 50 +169.9 +667.6 +/66.6 +165.7 +164.7 +162.9 +1.62.1 IF LO'O.C.MAX. I I t I at}y •asal7 Sava$
rn IF LONG SIDE IS
52 +1-69 +166.6 +165.7 +/64.6 +/63,8 461.7 OVER40• c i 1T� l� ti
64 +168.3 +166.7 +1.6,LS +1.63.6 +1628
56 +167.7 +165 +/64.1 +1-62.8 �- - ------- ------^^-i•••2--'M--A-�X--(L-{7O'--••NGStDE) �\�\;•'\CENS •-•.Fid i
58 +167.3 +1•64.5 463.58'MAX ( -------__--- I • �•: '•.Z:K��
. �'I `•1r .58705 _
60 +1-87 (SHORTSIDE)
1,10,50705
62 +166.9 (NARROW STILES AND NARROW t
RAILS SHOWN ON SIOELITES) -•'O'.
1 fJ
83-6118 +1886 STi TE OCIS: '
`:�'��'•.,1-'L ORlO P.•'aCi�~�
NOTES: i,�lS;�+rC�N/A(-•��
1)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITERRANSOM OR MULLED ASSEMBLY. t 1 r 11tt�I
2)SIDELITEIiRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. A.LYNN MILLER,P.E.
3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E!!58705
-!�:A t
O m 1 m Shat Side¢n) 9
D sh }Q'�� r
ty m 1@1 +C N O CD OI N O m Of L N O W m O _
9 N
AO r N r N r Nr 011 r@ r-1!1!11
r@ r N r@ r N r N N r N r N r N r r W W N
IK
S O@N NN NN Nof N@_NN 40 NN W N N_N NN N_@ NN N_N@N @N TN coN_C. N
�3 wi mmmm mm$m m$m$mm$o�$w�$m m$m
<m
gym@ mm mmmm@mcAAma ma ma@wcnwcn W awmwauauaNaNaNA
O m>
pGroup A ga'
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W A w A w A W A W a W a N A N a N A N A N A N GroupPs$S� @
mm mm m0m0 m 4 M 0 ma ma mw 0cm Co Oil +mN mN mN AN aN aN
om
ps
na-a as aAawnwAW awa W AwaW aW aw aNaNANAN aNa Groups
~�m
Inow
ma.ma+@@mamaWAmamwmwmwtn.01 .0"IM NaNaNa Group
z_
nr9 2 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
Gmps B-0
ayto
Inhor
- maaAi mAWAAaAAmammaAWaaW a@mmmAAWAWaWaa A@aVamAm@AAAWAWAwW AmAVammAmamV AWWWwWwwWaww vVVmmAmamaANaaWWWwWWWwwWwWwaVmaaAVoaVmAmVmfrwwwwWwWWWWWwWWW aAaAma@VVmVmVmmmWWWwWWWWwwwwwWWwW A@AaVaVVVmmNm@mmm WWWWwWWwwWWwwWWWWW aaVmAamVmVm@mmmmmmto WWWwwWWwwWWwWWWWWwWWW(AAaNmammVaV@ma@/@N�taA,�f'NNNuNNNNNNNNNNNNNNNN amaAaVamtWmmVmVm@!@@TA,NNNNNNNNNNNNNNNNNNN Am@VmNaanaNmamVNiV@tlJtiNNNNNNNNNNNNNNNNNNNNN aAaA@taNmmSaNm@@VmVmSAf NNNNNNNNNNNNNNNNNNNN @Ata@@AAaAam@ammVmVmo11 NNNNNNNNNNNNNNNNNN aa@Aaaam@aAAAm@am@l1 NNNNNNNNNNNNNN
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Groups B-D
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Anchor
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Anchor
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nchor
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`�� 1070 TECHNOLOGY DRIVE > $a8 c
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inzm b o CERT.OFAUTH.92WW (941)-480.1600 W
VINYL FRENCH DOOR AND SLTJTR 4 5/7/13 vi ?, E-
SLT/TR ANCHOR QUANTITIES o J ROSOWSKI
/r `rrtr�tr���tii U FD5555
NTS 60F12 z MD 555.1 p A ��
EMBEDMENT 114' INSTALLATION
�— SHIM 23 OPTION 1
_ INSTALLATION ANCHORS
EDGE 18 INT02XWOOD. 13
DISTANCE
a7
1 68 ROD UCT ItI'svitl 16oFtorldo
TYP.ANCHOR TYPE, 3 s complying
de
EMSEDMENTAND 33 TuildingCaN
EOGEDISTANCEPER 71 33 =Ii II�on Dau r 2
SUBSTRATE,SEE
TABLE I,SHEET I. U11UY BY P1ddUcl Co vu
t
1 ANCHOR PER HINGE _.. -
TO BE THROUGH .. �• - -- - --- G ,A) - CHANGES THIS SHEET-
SUBSTRATE.MIN.010 _ Z5 Jft-03116!15
FLATHEAD SMS,SEE r m
TABLE 1,SHEET 1. 72 5 EXTERIOR 14 15 B 47 48 63 a a
20
70 DETAILQ 10 p
2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERI R r 0) ^08
Q,.
OR FRAMING,SEE 1J DETAIL BQ 3:
NOTE 2,THIS SHEET of
TYP.ANCHOR TYPE,EMBEDMENT ❑ V) a-
AND EDGE DISTANCE PER N a+u0 0 ui
SUBSTRATE,SEE TABLE 1,SHEET 1. O
TYP.ANCHORTYPE.EMBFAMENT AND AVOID INTERFERENCE WITH J
EDGE DISTANCE PER SUBSTRATE,SEE OPPOSING ANCHOR BY CHOOSING TYP.ANCHOR TYPE, O� N LL oo ,Jo ❑
TABLE I.SHEET I. THE CORRECT LENGTH OR 1S TYP.ANCHOR TYPE, EMBEDMENTAND Z LLiLL �LL u 0
STAGGERING LOCATIONS. 23 EMBEDMENT AND EDGE 18 EDGE DISTANCE PER =SUBSTRATE,SEE 0 b
EMBEDMENT 114• DISTANCE PER SUBSTRATE, U U X N CO
10 SEE TABLE 1,SHEET 1. 23 10 TABLE 1,SHEET 1. H Z m O '�' �
r14
EDGE 16 O JDISTANCE ;. 1 ANCHOR PER HINGE TO BE Z O.Z N��7tTHROUGH SUBSTRATE.MIN.MO FLATHEAD SMS WITH l Q�/7�} ll MIN.3 THREADS BEYOND m
STALLATION 29 METAL SUBSTRATE. 52 23 O
OPTION 2 41 71 7 ❑ N
INSTALLATION 'f G-�- V z �y
ANCHORS DIRECTLY Z 0 a+oag
INTO MASONRY. —' a W ~
LL _j to
a to
4UL o j (0
•, 264� 72 --- 4
47 48
32 O epl� •nso0��s
EXTERIOR - EXTERIOR _ ` 711111111/+7j
fl 7a zo za `�.��p�\! .Yr:N lr���''�,
• V 1•FRENCH DOOR MULLION ' 1a .
•
EXTERIOR EP1SC
DETAILDETAILQ
1 ANCHOR PER HINGE TO BE THROUGH �L; yµ'. F.f>
DETAIL A SUBSTRATE.MIN.3116'FLATHEAD QI J _;Q.:• �c J
NU.54705
ALSO SEE ABOVE ULTRACON.SEE TABLE 1,SHEET 1. _
INSTALLATION NOTES:
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET I.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE USED ON :�(,) ST ATE F •�\
ANY SIDE OF THE DOOR•DON TE OR TRANSOM.
2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1)C',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE OPTIONALR UNIT CAN R 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
r++11111111
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,SIDELITE OR TRANSOM. A.LYNN P. MILLER,P.E.
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR.SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM E 166705
TYP.ANCHOR TYPE, INSTALLATION
EMBEDMENT AND EDGE114'
. 18 23 DISTANCE PER SUBSTRATE. OPTION 4 MAX
INSTALLATION ANCHORS
23 10 SEE TABLE 1,SHEET 1. SHIM
DIRECTLY INTO METAL,
EDGE
18 1 ANCHOR PER HINGE TO BE DISTANCE
THROUGH SUBSTRATE.MIN. `L
#10 FLATHEAD SMS WITH 87
1 MIN.3 THREADS BEYOND DOOR _
METAL SUBSTRATE. --.{ VISIBLE LIGHT RODUCT REVISBD
29 _.. 6 I WIDTH(DLO) �7 23 Oldin.1 �dc�Wlhe Florida
33 71 I TYP.ANCHOR cap4mn No �' D
TYPE,EMBEDMENT an Dal
AND EDGE
DISTANCE PER .N mlo pr �c1 on rot
_ SUBSTRATE,SEE
TABLE 1,SHEET 1.
m• ,,,_�_.. - <A)NO CHANGES THIS S -
C1 JR-03/18/15
m
EXTERIOR 72 41 L
3 31 EXTERIOR 48 x
1'FRENCH DOOR MULLION —+ 70 47 20 28 m
DETAIL 18
MIAMI-DADE APPROVED
MULLION(SEE SEPERATE Q
NOA),ALUMINUM.STEEL Y
DETAILnE FRAMING OR STEEL STUD.SEE FOb
SUBSTRATE PROPERTIES, O
INSTALLATION OPTION 3 DOORFRAMEWIDTH TABLEB.THISSHEET } a1°0 O ui
INSTALLATION ANCHORS THROUGH l'YP.ANCHOR TYPE,EMBEDMENT AND EDGE TYP.ANCHOR TYPE,EMBEDMENT 00 4NN N N
1X BUCKSTRIP INTO MASONRY. DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER _j
BEDMENT TYP.ANCHOR TYPE, 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. Z LL N LL uMwO
14, 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT — _
• EMBEDMENTAND OR STAGGERING LOCATIONS. 1M/AX W U X o
Mme• EDGE DISTANCE PER °.• F-— O (r f�o:�.
SHIM 23 SUBSTRATE,SEE 23 10 SHIM — 0]YDISTANCE 1 EDGE '- TABLE1,SMEEi1. EDGE DISTTANCE — oO LL
TYP.ANCHOR 91 ® `Si 00 s
TYPE, i 29 5 33 41 m
EMBEDMENT
AND EDGE •: ..__......... J = ZZ
O
DISTANCE _ Z m°,s
PER a W F
SUBSTRATE, O u U)
SEE TABLE 1, •• j •••• .`
SHEET I. Z (p LL
• � z
31 EXTERIOR — 4 E IOft apu •>sa0 uuas s
CONCRETE/CMU • _1 3 •�
PERANCHOR
REQUIREMENT 1X WOOD CONCRETEICMU 32 10,
BUCKSTR1 . SIDELITE/TRANSOM FRAME WIDTH PER ANCHOR a� 11 11 11111 r
EXTERIOR THSSHEET. DETAIL 18 REQUIREMENT INSTALLATION
LATION `����ngi LYNN q1���,,�/
1!5F DETAILQ DE O
C1 �10EN@i ccp
INSTALLATION ANCHORS
DIRECTLY INTO MASONRY. _9Y! 140.58705 '�t
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
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. '•�
2)WOOD BUCKS DEPICTED ON THIS SHEET AS'Ir.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO OST E OP \46
MASONRY.WOOD BUCKS DEPICTED AS•2X'ARE 1-112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TORE ENGINEERED BY OTHERS ORAS APPROVED BYTHE %'��S.,.FTORtOp•,•'��\�
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.SIDELITE OR TRANSOM.
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A!LMMN,NIILEk,P.E,
P.E.p 50705
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
.
CONCRETE
4 32 PERANCHOR ♦ •.
. 2X WOOD .,,�,..._ _.....
.a. SUCKSTRIP'��•`"^ .-
REQUIREMENT OR FRAMING, C.7
.� `.. ° * EMBEDMENT SEE NOTE 2, EMBEDMENT
1B
1 1 .• ..� .• '..r'.' i THIS SHEET _ .. y i
PRODUCTREVISED,
1X WOOD m complying wil the Ftotida
23 BUCKSTRIP,SEE 23 1X
NOTE SUCIS TRIPSHESEE Duild ngCodMna p
NOTE 2,THIS SHEET, — -^•- 1/4"MAX SHIM 17 ""..:x-•-•�-- 1/4'MAX SHIM Papirwon DOW
18 25 By o o
Wim adeFtodAu
1B 1
A)NO CHANGES TFWSHEET-
TYP,ANCHORTYR ANCHOR a JR-OY18115
18 U TYPE,EMBEDMENT c... TYPE,EMBEDMENT
I AND EDGE AND EDGE '
c3 TYP,ANCHOR TYPE, I 29 —DISTANCE PER DISTANCE PER a
SABLE 1,SHEET1
v
EMBEDMENT AND EDGE Tt SUBSTRATE,SEE �
DISTANCE PER SUBSTRATE, I I SEE IL,SHHOLT TABLE 1,SHEET 1. 31 TABLE 1,SHEET 1. rc
' —SEE TABLE 1,SHEET 1.AVOID
I 1 DETAIL,SHEET 12
INTERFERENCE WITH
OPPOSING ANCHOR BY 1 1 8 �L1 m to •nny
CHOOSING THE CORRECT j 3 Of C }'
p
LENGTH OR STAGGERING 1 I �I g Q Its
LOCATIONS, DETAIL �-n n .1.0 O t y
EXTERIOR _\J UODETAIL" zUP a.a�
a
X6
I
TRANSOM
14 15 Q W 4 `r C axo
Q I >
DOOR WINDOW FRAME 0
DETAIL�H VISIBLE LIGHT VtSt8LEtJGHT HEIGHT �� a Z tD pj .^
HEIGHT(DLO) HEIGHT(DLO) "� LL
I a
I
DDDR � 41 �
33 HEIGH' ® 00 taar4S
3§* a z 2
EXTERIOR x z
INSTALLATION NOTES: a Z aloaS
W
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR j DETAILQ DETAIL o U.
TABLE 1,SHEET 1.FOLLOW EMBEOMENTAND EDGE DISTANCE ��LL..�� 1 I
LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE USED ON <3 W 5�
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. I INSTALLATION TYP.ANCHOR j z
I OPTION 2 TYPE,EMBEDMENT
2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE I I AND EDGE at7?t ''sad s°"as
SUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-112'.1X INSTALLATION '1'+ INSTALLATION DISTANCE PER
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 I I i ANCHORS DIRECTLY 29 SUBSTRATE,SEE itt
DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS 2X"ARE INSTALLATION ANCHORS 1 I I 22 23 TYP.ANCH INTO MASONRY. TABLE 1,SHEET 1'. t
1-iW THICK OR GREATER.INSTALLATION TO THE SUBSTRATE TYPE,EMBED T �'��•'�tpENS
INT02XWOOD. I AND EDGE E''•.F�
OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS JUI '114"MAX.SHIM OR �•;
APPROVED BY THE AUTHORITY HAVING JURISDICTION. 24 DISTANCE PER 1 3.4 KSI NON-SHRINK,��.. a I SUBSTRATE,SEE 23 NON-METALLIC ' Na•56705 t{
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER `� �~� TABLE 1,SHEET 1. GROUT-FULL '
SHALL BE OF A SIZE TO PROVIDE PULL SUPPORT TO THE ��. r '
FRAME OF THE DOOR,SIDELiTE OR TRANSOM. FULL LENGTH 1/4'MAX.SHIM '— — 1 LENGTH Y I
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, --f" ••. gT'�E F S.
SIDELITE,'t1LANSOM OR MULLION APPLIES TO THE WHOLE �'"'"-----,` �'�'"- T •C� •.,.FYOR4D1'••.• ,'R: '
SYSTEM. 2X WOOD BUCKSTRIPt.:� EMBEDMENT CONCRETE PER i EMBEDMENT
OR FRAMING,SEE ANCHOR tOJ/ !G�•``
NOTE 2,THIS SHEET REQUIREMENT - ti �NAlttt'.
EDGE DISTANCEEDGE DISTANCE —- ------•----►) A.LYNN MILLER,PX
RE#68705
4.565" 4.922' x-62—' 1 2*281'
0 0
c I T-1-
1.457'
.076, .075"
1.000* 101 IRODUCTREVISED
�Q "to
�0 SIDELITE ADAPTER IluildinpS
0 Cj��CJQQ -J- % o 1
(DFRAME HEAD&JAMB Jr FRAME SIL PANEL RAIL&STILE #20003,Rigid PVC
#20000,Rigid Cellular PVC 0#200011,Rigid PVC a#20002,Rigid Cellular PVC
3,070' — Ram tro
I NO CHANGES THIS EET-
1.503, 2A88• JR-03118115
1.0or
1.600" 2.146-
.761"
4 —1 —. .374'
.276'
M
.060' 3,564' 4.661- co
.10v
.Gag, 3.518* E
3.518" .080- .080, .08v 3.91V 't
3.518, staffw to
99 A -3 1?
0 VLJ
Z W 1L cc) -a 2
Uf - 0
1.076'
HINGE STILE Uj w 2 8 2 to
REINFORCEMENT .8w 1.076' 1.00v Cj 0
#20013,6063-T6 TOP&BOTTOM RAIL PANEL STILE ACTIVE IN TI E 1"FRENCH 0�:e a:z a U)
O § _�k V ILL
REINFORCEMENT 0
ASTRAGAL
(�q) K
7 REINFORCEMENT A ASTRAGAL
0 AL DOOR MULLION z
#20014,6063-T6 #20016,6063-T6 (�)#20016 6003-T6 #200W,6063-TO #20022.6063-T6 < 0
140" --4 1.1 1.248' 0 70-aq-s
075* t 0
1450' k...._ '.06(r a
.062" 281, .343- D6r 0 z
�L11421 z z rm—s
376W* J73' co
0 W 9
INACTIVE ow .84(r .4 T
.070
BEVELED OGEE F RE ADD-ON J-MULLION ACTIVE LL U)
OT BEAD EE —1
13 G FRAME SCREI
@AST ASTRAGAL COVER BUD— S16 COVER, 02 FIN/FLANGE PAP 19 ASTRAGAL COVER
#20004,Rigid PVC 8#20005,Rigid PVC 8#20006,Rigid PVC #20007,Rigid PVC 0008,Rigid PVC #20009,Rigid PVC #20011,Rigid PVCLL
>
71-7
93.7 1.012" 1.025* kYNN
632*
112-
386* .50(r .723'
No.58705
.062- .1
.050* .047-
050
91, 200I J 7 - .
-0
SINGLE DOOR ANCHORn24 THRESHOLD HINGE TRIM
20 2@2 SILL CAP 2@3 CAP 25 DRIP CAP COVER 0 ST rE OF 4
ASTRAGAL COVER PLATE
#20012,Rigid PVC #19009,Rigid PVC #19031,6063-T6 #20020,6083-T6 #?0021,6083-T6 @#20023,Rigid PVC
'0mlt0,"
A.LYNN MILLER,P.E.
ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTA
TABLE 11:
0 POTPerl# DeacripUon Material DOOR NEAd 23 91
Door a a ransom nn roma Caluar DOOR PANEL HEAD
2 20001 Dow Frensr S@ Id PVC 1 co ¢ 19
3 20002 Penal Bill—.8 Reil Celtu ar PVC
4 20003 9k7tWe Adapter R+gId PY 3
8 20000 Hlrge Blye R4lnbrcemerd Aum.,6063-To
8 20014 Penn]Rall Relnbrcemoat Alum„6063,18 --
7 20015 Panel Sine Rolnbrconrerd Alum.,6083" ti
8 20018 Acthe Astregd Rigid PVC 1 28 1 PRODUCTREVISED
9 20017 Nacttto Atlhs ai as complying vriill thoFtoride� •V
1 20022 1 French boar Muplan Alun.,6083» 34 4 Building Gado
13 20604 ]naethv Aatre9ai Cater RIQW PVO 23 AcccptonW NO
14 20005 1.1110"Bovel Bead f-9-PVC F-X Ir40oh Dot
i6 20008 1.1178' ea Bead Rip PVC 3 ( ter• HS
1 20007 Screw Cofer Rigid PV I/ wiam do Pro ua Conu
17 20008 Add-on F]NFIU a R7QId PVC 6
0 20008 T Manton Cap Rigid PVC
9 20011 MIND ASIM9811 Color Rigid PVC DOOR / 3 B ¢A)ADDED#38-JR.03110/15
20 20012 8lrpla DoorAelnpsl wwr i8 Id PVC JAMB m
22 28616 Sot liz.Cover Rigid PVC
23 10031 Anchor Plate Alum.,6683 T6 rc
24 20020 Threshold Calor Atum.,6963.76 j
26 20021 Dd C Rlaid PVC i p
28 20023 Fg a Ttlm Cover Rald PVC 87 .
2a Fin Westheroldp Y Q
29 167113 From Weal 21dp {p to (D eBL
31 714FPT4/0X00 Framado-Wi Stab 8cmW.#i4 X 1-712'Ph.FN,18.625'O.C. stainless steel 2s r I DOOR PANEL >� fi
32 7S1D1X Fromoao-ler,slab Screw:#f0 X 1'Ph.FH,28.O,C. 8lelntaea Steel t Ql O
33 78XiFPT410 Relnbropmant Screw.n6 X P PtL FH,iS'O.C. 8tatniess Sioel
70 HINGE STILE W f
34 710X2FPAX Frame Assembly Sotevr.#10X2'Ph.FH Stainless Steel / DOOR PANEL O N.f N 12 -craroo
3S J7 FPT4TOXW W-W Slab Assembly Screw.#!4 X T-NT Ph.FH Stainless Steel / i O M
37 71420X2.25 N-W Stab Assembty Screw.#14 X2.114•Ph.FH Stalmose Stoat LOCK STILE —1rn`��' o79-
0-
38O
Card7nni XL E S aaer •' I Z LL LL C) un,o,0
38 OvanaX Dure8eel9 car,Com pa0e 8oslenUDesplcant2'tyj
40 82688 UUBnsX ScperSpaoor,Fcam EPOM w1 Desalecard ( V o
41 720026 Belling Block,Oum-05+/•5) EPDM I—Z Y86
42 Backbeddt w
:Dow•995GE-7786 S leone 33 Ci O
43 Argon Dae INSTALLATION o
cli
44 8HL5I40 klaI moil 014yi ANCHOR r Z q.Z ''' O O LL
O
7-73sea Herdwam BOM.Table 12,Sheet 12 71 i 32 Q in e-
901 2W33 !metas Astre mCop Apotal
01 r 26035 ApiMAeimgaiCaP Aceta] ( INTERIOR ® o ¢ r4�as
ALL RIGID PVC AND RIGID CELLULAR MAXIMUM,BY VISION EXTRUSIONS,LTO. ,,,� d
ANCHOR O.O.DIMENSIONS SHOWN AS XIMUM. 2 H
37 Z
I 33 Z OLLI ahs
DOOR 22_ 7 '� Ix to
'u
JAMB 'i z 'i'
29 O Z O tai
7
DAYLITE OPENINO(DLO) 2ES I 3 r o>t 'x D sars5
WHEN USING PART#3:(WIDE RAILS OR STILES) 24 2
((XX7CXDOOR FRAME HEIGHT.12J=DLO HEIGHT
XDCORFRHEIGHT
lA34 1 �
XX DOOR
HEIGHT) OO
FRAME W �Z) 5DLO WIDTH JAMB W NARROW
SLT7TR FRAME HEIGHT.12.1 DLO HEIGHT FRAME. �' -•it
SLT/TR FRAME WIDTH-12.1=OLD WIDTH No.58705
-
WHEN USING PART#4:(NARROW RAILS OR STILES) - 8 _
SLT7rR FRAME HEIGHT 4.9 c DLO HEIGHT )SILL
SLT7TRFRAME WIDTH•4.8=OLD WIDTH .-)3 . /' 1'blt� L
16 1 TE F :'��:
SIDELITEITRANSOM Ss....... E�1,
31 SILL WAWIDE FRAME f'�1 C�NA1i '
(HEAD SIMILAR) A.LYNN MILLER,P.E.
P.E.#56705
HARDWARE DETAILS&LOCATIONS
4749 '(�6�2,63 �62,5,D5 5:5)
67
60 88
70 73
Tr-
EOVALLY- P 1co No
SPACED UnD,
BY
adoft.dugtca U01
C47-1D41
v A)NOC GESTHIShHtu-
53.54 T,
EQUALLY.
SPACED
0
52,64
Of O Boa
44" N6
VIP I Ada
u;"14'0-1
Coll
22go G 0
N
b_.g_D_
v�
.;. 'P'.'.�tc.u.,
aL
EOUALLY- MAX. 0,
SPACED tm 1% to
-0, -7
0[Lj 'Eto 31 ='
to IL
LU-
MAX. 70.73 70.73 1-- M 0
ata0
WCONFIGURATION "XX"CONFIGURATION F;� z LL
0
SEE DETAIL,TABLE 12: TOP LOCK
SIMILAR
81# PGTP.,t# Description tion Material 81 () T
- Iaaas
47---699ff2-701 P3W 5--PT Rhino Lock(N8'),AmesFuryInc. taloass feel FUNGE DETAIL: CI =)
�2702 P3000 3-PT Rhino Lock(over 66%Amesbury Inc. Stainless Steel
W-49- 71-0-32X1FPFX Rhino Lock SCraW.10-32 X T'Phil.FH Stainless Steel 110 ills
527 2=7 WajU—SteblO Strike Plate Assam Stainless$bsol w 0- to
Z,Ames Inc. Of
TY. 20028 Center Strike Plate Assembly, asburyplEnc. Slainlass Steel Q LL U')
4 Plate S U?
crew.00:#10 X 11 Phil.FH 4108.8. a I
55 7SX12PFHUX StOke-Figle Sets%(VO:#8 X 112"Phil.FH 410&S. Z UJ
60 78B1202 Flush Bot @
5 781OIX Strike
-9'1----78-03725 Flush a
82-' 420034 Flush Bolt Guide()OQ
-63 7832x12FPXP Flush Bell Guide Strew.832 X 112,Phil.FH fXNN j,,j
64 48033N Guide Pin()OQ
Flush Bolt Strike Plate Stainless--steal
65 fa-0-36 Amesbury Inc,
1u3zx1zr1P)v Flush ijill.FH 4108.3. 1 No.(j8705
67 varies HandlelLetAr
68 wries Dummy Handle/Lever 4- BEYOND QIL Z:
PANEL
-70-' 20025 70
Inc. 'LU, tj
71 71032XIFPFX WIV.,1111111=0-32 X I"Phil FH q, ". .. :,
BOLT DETAIL: ":\ ..
L72 0 X 1"Phil.FH
A.LYNN MILLER,P.E.
PAX 58705