HomeMy WebLinkAboutProduct Approval JUL
MIAMFDAMM PEWJ1117i;,;G MIAMI-DADS COUNTY,FLORIDA
•
St:.Lucie C OUnij,, NL PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 248
BOARD AND CODE ADMINMSTRATION DIVISI lY T(786)315-2590 F(786)315-2594
NOTICE OF ACCEPTANCE " : de. w/econom
PGT Industries,Inc. ~ L lti
1070 Technology Drives
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 AHd(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for duality 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 AHl
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"FDS-5555"outswing FVC French Door w/&w/o Sidetite and Transom—IZU
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 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 ofAcceptance number and expiration date by the Miami--Dade County Product Control Section.
MISSIIZ IMPACT RATING:Large and Small Missile Impact Resistant
1 ABELING: 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.
TF1RM1NATION of this NOA will occur after the expiration date or if there has-been a revision or change
in the materials,use,andt 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.
ADvERTISEwNT: The NOA number preceded by the words Miami—Dade County, Florida, and
followed by the expiration date maybe 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.15-0409-03 and consists of this page I and evidence pages E-1,E-2,E-3 and
E-4,as well as approval document mentioned above_
The submitted documentation was reviewed by Manuel Perez,P.E.
MtAMi�E NOA No.16-0126.04
c ''' •CQ f Expiration Date: January 23,2019
top, Approval Date: May 05,2016
Page 1
r
PGT Industries,Ine.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections:
(S"mitted under NOA No.13-0815.03)
2. Drawing No.MD 5551,titled`Tinyl French Door and SLT/TR",sheets I through 12
of 12, dated 05/07/13, with revision B dated 01124/16, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6)Cyclic Wind Pressure Loading per FBC,TAS 20394
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.FrL,8717,dated 11/16115, 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 Testy per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.21,and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a Series FD-5555/FD=
7700 PVC double entrance outswing doors,prepared by Fenestration Testing
Laboratory,Inc.,Test Report No.F11-8716,dated 11/12/15,signed and sealed by
Idalmis Ortega,P.E_
3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a Series FD-5555/FD-
7700 PVC fixed sidelite,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No. FTL-8715,dated 11105115,signed;and sealed by Idalmis Ortega,P.E. .
Manuel PerO,
Product Control Fa r
NOA No.16-0126.04
Expiration Date: January 23,2019
Approval Date: May 05,2016
E-1
PGT ladustries
bm
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(cowmuw)
4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test;per FBC,TAS 202-94
along with marked-up drawings and installation diagram of in outswing PVC French
I
door,prepared by Fenestration Testing Laboratory,Inc-,Test Report No.FT1,7370,
dated 05/23113,signed and sealed by Jorge A.Naya,Jr.,P.E.
(Submitted under NOA No.13-0815-03)
5. Test reports on: 1)Uniform Static Air Pressure Test,Loading,per FBC,TAS 202-94
2) 'Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an outswing Rigid PVC
French door,prepared by Fenestration Testing Laboratory,Inc'.,Test Report No.
FTI.-7371,dated 05/25/13,signed and sealed by Jorge A.Naya,Jr.,P.E.
(Submitted under NOA No. .13-0815.03)
6. Test reports on: 1)Air Infiltration Test per FBC,TAS 202-94
2)Uniform Static Air Pressure,Test,Loading per FBC TAS.202-94
3)Water Resistance Test,per FBC,TAS 202-94
along with marked-up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc-, Test Report No.FrL-7338, dated
05/25/13,signed and sealed by Jorge A.Naya,Jr.,P.E.
(Submitted under NOA No.13-0815-03)
7. Test reports on: 1)Uniform Static Air Pressure Test Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a Rigid PVC fixed
window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7339,dated 05123113,signed and sealed by Jorge A-Naya,Jr.,P.E.
(Submitted under NOA No.13-0815-03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by
Anthony L- Miller,P.E.
(Submitted under previous NOA No.15-0409.03)
2. Glazing complies with ASTM E1300-09
AlAnueft)?erez, .A.
Froductrttt Exam`
er
3l
NOANo- &04
Expiration Date: January 23,2019
Approval Date: May O5,2016
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE&TfflM-ff-MD
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 Rutacite@ PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 140916.11 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 09130/19.
(Submitted under previous NOA No.15-0409.03)
4. Notice of Acceptance No. 14-0820.12 issued!to Vision Extrusions Limited for their
`Trown 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.15-0409.03)
5. Notice of Acceptance No. 13-1121.01 issue&to Vision Extrusions Limited for their
series "VE 2000 Tan 202 and lighter shades (Non--White) Rigid Cellular PVC
Exterior,Extrusions for Windows and DooW dated 01/23/14,expiring on 01/23/19.
(Submitted under previous NOA No.15-0409.03)
6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their
series "White Rigid Cellular PVC Exterior.:Extrusions for Windows and Doors"
dated 01/23/14,expiring on 01123119,
(Submitted under previous NOA No. 15-0409.03)
7. Notice of Acceptance No- 11-0902.10 issued 10 Vision Extrusions Limited for their
series '"VE1000 Tan 202 (Non-White) Rigid PVC Exterior Extrusions for
Windows and Doors"dated 12/29111,expiring on 12/29/16.
(Submitted under previous NOA No I5-040#03)
& Quanex Part Super Spacer Standard complying with ASTM C518 -fhermal
Conductivity 0.881 BTU in/ hr:ft2-9F, ASTM F 1249 WVtR-Pass, ASTM D3985
Oxygen7Pass,ASTM E 2190 LG.Durability-No Fog Pass,
(Submitted under NOA No.13-0815.03)
9. Quanex Part Duraseal complying with ASTM 05 18 Thermal Conductivity 2.22 BTU-
in/ hr.-#l?°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass,-
ASTM E,2189 LG. Durability-No Fog,ASTM E 546 Dew Point Development 20°F
in 48 hrs.
(Submitted under NOA No.13-0815.03)
Product Control 94Farfiner
NOA No.16-0 26.04
Expiration Date: January 23,2019
Approval Date: May 05,2016
E-3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS(CON ETM)
10. , Vision Extrusions,Ltd Parts complying with PVC-AAMA 303-13.
(Submitted underNOA 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.
(Submf#ed under NOA No.13-0815.03)
F. STATEMENTS
1. Statement letter of conformance to and of complying with FBC 511 Edition (2014),
dated 43/30/15,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E.
(Submitted under previous NOA No.15-0409.03)
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.15-0,409.03)
3. Laboratory compliance letter for Test Reports No. FTI-7370, FTL-7371, FT L-9338
and FTL-7339,all issued by Fenestration Testing Laboratory,Inc.,dated OS123/13 and
05/25/13,all signed and sealed by Jorge A.Naya,Jr.,P.E.
(Submitted under NOA No.I3-0815.03)
G. OTHERS
1. Notice of Acceptance No. 15-0409.03, issued to POT Industries, Inc. for their Series
,,FD-5551,thrtswing PVC French Door w/&w/o Sidelite and Transom-L.M3.,approved on
07/02/15 and expiring on 01123/19.
Man el VVQ .E-
Product Control finer
NOA No.16-0126.04
Expiration Date: January 23,2019
Approval Date: May 05,2016
E-4
GENERAL NOTES:SERIES FD-5555 [DESIGN PRESS SURE RATING IMPACT RATING
IMPACT-RESISTANT VINYL REINFORCED OUTSWING {- VARIES, RATED FOR LARGE&SMALL.
FRENCH DOOR&SIDELITFJTRANSOM(SLTITR) L SEE SHEETS 4&5 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). Mfn.Edge Mln.
Group Anchor Substrate Distance Embedment
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND•80RNE DEBRIS REGIONS. PRODUCT REVISED
with BD
Unglouted U,(ASTM C-90) 1" 1-114' as complying with 0::Florida
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY A 3116'Elco Ultracon U routed CMU, ASTM C•90) 2.1/2' 1-1/4" Building CDdn
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN A�Ia"w NO��7-t71�6
PINE,ASTM CSO CONCRETE MASONRY UNITS(GNU'S}OF NORMAL WEIGHT AND OF GOMPRESSNE P.T.Southem Pine(SG=0.65) 112' 1.318` 8"I" o Q )
STRENGTH OF MIN.1.0 KSq AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, N10 Steel SMS(G5) Alumlmm,6083-T5" 5118" 0.083" py
010410 S.S.SMS steal,A36' 5/16• x.063" Mlmn flroduat vat
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTA13LE 1,THIS SHEET,ALL WOOD 0101"S.S.SMS
SUCKS LESS THAN 1.1/2'THICK ARE TO BE CONSIDERED tX INSTALLATIONS.IXWOOD BUCKS Steel Stud,A653 Gt.33' 5/16" 0,063"
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE,WOOD BUCKS OEP107ED AS 2X B a A)UPDATED ANCHOR TABLE,
ARE 1-Iid'THICKORGREATER.iXAND 2XSUCKS(WHEN USED)SHALL BEDESIGNED TO P.T.Southempine(SGao.65) 112" 13/8" �CHANGED SERIES A-JR-031141iS
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS 311V Elco Ultracon Granted CMU,(ASTM C•90) 2-112" 2-114" w 8)ADDED TPS SPACER,LIMITED
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Concrete(min,2.85 Rai) 1" 1-3/8" 00CFG.,STD.YRS.-JR-01124118
5)IF SILL 19 TIGHT TO SUBSTRATE,GROUT 19 NOT REQUIRED,IF USED,NON-SHRINK, 114"Elco Ullracon UrQmuted CMU,(ASTM C•80) 2-112" 14/4" o
N014•METALUO GROUT AT 3,4 KSI MIN.PER ASTM C1107,(DONE BY OTHERS).MAX ltd-SHIM P.T.Sauthem Pine(SG=0.55) 9116" 11318"
SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT 012 Steel SMS(G5) Alumtnarl,6083-T5' 318" 0.071'
TiGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, 012 410 S.S.SMS
30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,ORASSted,A36' 3/8" 0.071* m
APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC /f121B 8 S.S.SMS
Steel Stud,A653 Gr.33' 318° 0.071"{i4 Ga C
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE P.T.Southam Pine(SGn0.55) 1" !3/8" hTao 0 '
ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS !/4'Elco Uitmcon Grouted CNN,(ASTM 0•90) 2-1/2" 1314" ,�a L
EA
SHEET,NARROW JOINT SLANT IS USED ON ALL FOUR CORNERS OF THE FRAME,EXTERIOR C Concrete(min.2 65 kei) !" 13/8" 03 -�
INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL SEAUNGTI ASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPEConcrete(min.3.35 kel) 1" 1314" O J r o a
1141 E10o410 S.S.CrateFtex u- M U.
OF THESE INSTRUCTIONS. Ungrouted CMU, ASTM C-90 2.1/2" 1-114" U U X c5
7)MAX.i/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT P.T.Sonihem Pine(SIG-4.55) 1" l 316" tLt- p aN
FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS,WOOD .114"Elco 16.8 S.S.Aggle•Oator Concrete(min.3.27 kal) 1-1/2' 13/0" O e- aM0
BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY UngroutedCNU, ASTMG� 4' 14/4"
THE DOOR,StDELiTEORTRANSOM. .-Z a:e. ..
1/4•Elco Ultracon Concrete(min.2.95 kel) 2-1/2° 13/8" p u
a) EPRESSURES: D 114" EIco410 S.S.CreleFlex Concrete(min.3.35 kat 2-1/2" 13/4" O
A NEGATIVE
ATTIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND
GLASS PER ASTM 151300. MIN.OF 3 THREADS S YOND THE METAL SUBSTRATE. R'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE, g1 p 1a0
FRAME ANALYSIS AND GLASS PER ASTM 51300. TABLE 2: .. .. _.
���aatt W
fl,VIV
Doccrlp0on Where Used: 0 ►-
e)THE ANCHORAGE METHODS SHOWN HAYS BEEN DESIGNED TO RESIST THE WINDLOADS � U p
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 33.1/3%STRESS INCREASE HAS NOT W Z w s
BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR 6'Laml,IS(1 8-T-IIII V Air- 118`ANN-.080'PVB-118"ANN) Owr rL
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT CAME INTO CONTACT WITH OTHER 6'Leml.IG(3116"T-618•Air-1/8"ANN-.090'PVB-116•ANN) Door ° rte+. j
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 8'Lamy IS(118"T-911$'Air-3118'ANN-.0901 SG-3118"ANN) SidellteJTtarLsom UJ ?
(INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. Leml.K3(3118"T-l/2'Air-3118ANN-.090'SG-3/16°ANN) Sideflle/Tleneom10)ALL RIGID PVC AND RiGID CELLULAR CPVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS $'Lams,IG(118'T-9118'Air-3118"ANN-.OBD'PVB-9716°ANN) Sideliteliterleom a •x eauas i
BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. $ 1 3116^Lami,IG(3118-T-1/2'Air-3116"ANN-ASD'PVB.3/16"ANN) SideiltetTtanso"
i
i1)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA 7 7/161 LamL(3116"ANN-.080"PVB•3116"ANN Door/Sldelite/itansom
BUILDING CODE. 'ANN'DANNEAL90
12)REFERENCES: ?°n TEMPERED GUIDE TQ SHEETS: ••Vt+�•�•''t qF •`. �r .
TEST REPORTS:FTl T3Se,T371,6715,8716&8717 'AVB•D.096'BUTACITE6 PVB INTERLAYER BY KURARAY AMERICA,INC. GENERAL NOTES...,,,.„,..,,.,., "
O 3:ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA: 'SG" .000'SENTRYGLAS@)INTERLAYER BY KURARAY AMERICA INC. """"'i
;•ta.50705
NVI +L ELEVATIONS ......... .....2
VISION EXTRUSIONS,LTD.WHITE RIGSD,VE 1000 TAN 242(NQN WHITE)RtGtD 8 BROWN COATED SEE TABLE 11 FOR SPACER INFORMATION GLAZING DETAILS............... 3
(PAINTED OR LAMINATED)RIGID PVC NONE,VISION EXTRUSIONS LTD.WHITE&VE 2000 TAN DESIGN PRESSURES.•........»...„..4.5
(NON-WHITE)RIGID CELLULAR PVC NONS,ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM STANDARDS USED: SIDELTTERRANSOM ANCHORS....4.6 ^•O�6 .fJ 1
ALUMINUM DESIGN MANUAL. e2014 FLORIDA BUILDING CODE(PSC),STH EDITIONINSTALLATION...................„»......,.7-9 N t L{I Y!
13 THE 5565 SERIES i5 ALSO KNOWN AS THE 559 SERIES. :ASTM 151300'09 EXTRUSION PROFILES.................. =:�{ r1,Cr:IG"}'' '
ANSVAFBPA NDS-2012 FOR WOOD CONSTRUCTION PARTS LIST............_............. 11-12 �i •�• -
-ALUMINUM DESIGN MANUAL,ADM,201D CORNER DETAILS........................11 ? r(71�JAU
-AISI•S100-07152.2010 HARDWARE DETAILS...,...„............12 r 1�
A.LYW Wltk P.E.
P.E.e 68700
EXAMPLE CONFIGURATIONS
1
S' 76'MAX. '1 MAX—�1h _Al X Lt { 1'MULL —�1 3"4'--�•i n1pMUt
MAXMAK SLAB (8.MAX.X. MAX.
i I
WIDTH.
PRODUCPREVL9BLK
av eompiri�with ado Fkr(di�•
BuiI
%uildi.9
oe �I"►06,
MAX
93-78" HEIGHTlm5tlt
MAX SLAB (ALL DOOR
HEIGHT CONFIGS.) A)NO CHANGES THIS SHEET
JR•03118115
B)LIMITED 00 CONFIO.
JR•01124118
v
TYP.DOOR SLAB X XX OIX(SHOWN)OR X10 010 cq .
(WIDE STILES AND WIDE RADS (MARROW STILE$At y_YJDF �" r w •nay
30,0 FTS MAX. 30.8 FT'MAX, SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) 01 L�
DETAIL SEE SIZE RANGES FROM SEE SIZE RANGES FROM 40"MA 38-314' y3
HEET 11 TABLE 8 8 9,SHEET 5 TABLE 8 8 9,SHEET 5 HORIZONTAL .J �+ MAX N n 0100 O w
MULLI00 1 I I I N to
LENGn '7
40•
WMAX. MAX . . _ MAK -r - ... .. .. .._. ...._ U_ X N v
�� NP. MAX 105-111MAX TYP. 1 �. � �Z O OLD O N
—r{ 1"MULL(X2) AAX, y-•- 1-MULL o
Z IL Z (n N �-
zzp Z LL
IMAX. IMAX 4 ls= N
HEIGHT / HEIGHT I"SII p = } S
\ OR WIDTH' OR WIDTH OW
VERTICAL
�/ i Z Zz
LENGTH / / ; W ULj
w
OIXXIO SINGLE 0 SINGLE 0 OIO(MAXIMUM OF 2 �rrrr
Mums)
AND WIDE IWIDE STILES AND WIDE (NARROW STILES AND NARROW MULLED SIDELITES) \`�� `y�.{NP: ,tpl��� 1,�
RN�S SHOWN ON SIDEL s) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDERITE). (WIDE STILES AND NARROW OIO WITH OX WITH •�'• �•'�+�E)'"� ••o •%
NOTES: RAILS 6HOWN ON SIDELITESI HORIZONTAL HORIZONTAL
1)SINGLE DOORS MAY BE LEFT ORRIGHT-HANDED. MULLION MULLION
2)MULLIONS SHOWN ARE STANDARD P FRENCH DOOR MULLIONS PER THIS NOA, WIDE VMS (NARROWSTILES
'
3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NDA WIDE ILS SHOWN AND NARROW •/;yp�' LU
4)FRENCH POOR MULLION IS LIMITED TO 98'IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS w �%�, Et UJ
ON 9_�DELITE 66 A SHOWN SHOWN ON "u ••, j•
6)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLTfrR OR MULLED ASSEMBLY. r}'E •?•�
TRANSOM)
O)AODITIONAL CONFIGURATIONS USING THE I-FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS TRANSOM) !'��.��:••., rt�rT,1�!:''���+:
AREFERENCE FOR SIZE LIMITATIONS. i�l���^....'.•t ��`.•.
rpt "/r3C•,r,�•,.,�
ttttlttlttt.
_ A.LYNN MILLER•P.E.
P.EJ168705
GLAZING DETAILS
1-3116'NOM. 1-3116"NOM. 1-3116,NOM.
GLASS STACK fd-16�LAMINATED GLASS STACK GLASS STACK LAMINATED GLA56 STACK � � 7tC CLASS S
GLASS STACK TACK
iii 118"ANNEALED GLASS —Air ANNEALED GLASS 3118'ANNEALED GLASS
41/16"AIRSPACE 080•P4B 6/fi"ARSPACE A00•PVS 0/16 AIRSPACE • ,000.30 PRODUCiREVtS'E!)
1/8"ANN ED GLASS 1/B AN EALEDGUI3S 3N0•AN ALEOGLASS °�aomplyGywithllmFlmk57
118"TEMPERED GLASS 3116"TEMPERED GLASS f/8"TEMPERED GLASS SaildmgC N
Auild' m No 1 -O! .�
14 R! 14 w
" do
0I Uafo 1A+1a 91/1•EXTERIOR 1trlfi EXTmlOLA39 BRE • GLASS BITE BITE M! D n3 �37 39 34 40 42 3T 3a 39 40 42 '4 A)ND CHANGES THIS SHEET
a JR•03/10114
40` B)ADDED GLASS TYPE 7&TP3
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE s v JR•4124118
USED IN DOOR ONLY 119E0 M DOOR ONLY TYP.WIDE FRAME GLAZING
OSTAIL,NARROW FRAME SIMILAR
1.3110'NOM,
1.3116"RDA7, 1-Y18•NOM. � n
GLASS STACK 70`16'LAMINATED GLASS STACK 7116*LAMINATED
STACGLASS STACK 7110'LAMINATED LL'
CLASS
GSS STACKIII ((( GLASS STACK (A r
3118`ANNEALED GLASS 3116'ANNEALED GLASS 3/t8'ANNEALEO GLASS uj
12"AIRSPACE pOp"SG 0116"AIRSPACE x,000"PVB 117 AIRSPACE • ,f.0go.PVB -j h1 —70-
3/181
3/14"AN FAILED GLASS 3/16"A EALED GLASS 3116"TSMPERED GLASS 3/16"AN SALEO GLASS z
3/10'TEMPEREDGLASS � 116•TEMPEREDOLASS �
14 1 0`4/48" EXTERIOR t111116' EXTERIOR N t1rf8" o+O - 0#4
4 EXTERIOR GLASS BITE 4 /' GLAeSBITE 4 y GLASS BITE r
UUU .-z a:z a u.
37 30 10 49 37 38 40 �0 37 11 39 40 n
M
1 42 41 �
41 41 C� ioa4S
GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 L�
TYP.NARROW FRAME GLAZING TYP,NARROW FRAME GLAZING TYP.WIDE FRAME GLAZING rZ
DETAIL,WIDE FRAME SIMILAR. DETAIL.NOE FRAME SIMILAR, DETAIL,NARROW FRAME SIMILAR °µS
M— GLLASS�STAACCKD
o C4
3118'ANNEALED GLASS
400•PVB
3/14" EALEDGLASB 1YFdNj1j//��
,,.,...1,1140` I/,.
n ``,�r' ••41cENsN ,��
GLASSOSBRE T.
iJn,F,3'OS Sa
EXTER{OR 42 [[!!
S ATC f � •`
GLASS TYPE 7 ^PV4"=,46BLTACTEOPYBIN7ERLAYERBYKURARAYATERtCAINC.
"3G"a•08SENTRYGLASOINTERLAYER BY KURARAYAMERICA,INC. ''�"��fi,'s�,,.�•i'alcfti}�,.�''�{,+��'
+11,1F,�{%�. 1+'
USED IN DOOR,(SHOWN) 'f,t l i t 11 i'1+
8 S1DELiTEfMANSOM
A LYNN MILLER,P.E.
P,E.tJ80703
SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR
INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION
M ON 4-D.C.MIN, 0O (XiO OIX XiX OIXIO,XiOiX,O()XiO,ETC)
SEE TABLE 4, - SEE MULLION CLUSTER SEE MULLION CLUSTER
THIS SHEET, J DETAIL BELOW /�' Yw\Ni DETAIL BELOW
4'MAX. 4"MAXASTRAGAL FOR QUANTITY, r i j „! as cam TRSVL4PD
iL( CLUSTER- SEE TABLE 1, t ATTACH DOORS M10 3 as ceaptr0.S��FTS
----- SHEETIFOR SIDELMES TO THE BtaTd6rylCada
5.172' 9•MAX 9a1t' --- - TYPE �� " MUwONASPEA i` r Accepameot4o I '�4G•t
MAX i f CENTERESt M t f 1 E THE INSTRUCTION +�p}
T I OFTHEiNDIVIDUAt 1 3 `
BETWEEN j i I I DOOR OR SIDELITE
CENTERED /I ANCHORS i i t i NO= act Rroduci Colt
BETWEEN I j CENTERED
i t \ i j i 981 MAX
HINGES 3 t t i i MULLION
SEE1 - HINGES SEEi I I i TABLE S: t I LENGTH iN <A)NO CHANGES THIS SHEET
NOTE i! I 12"O.C. NOTE 1 i i �f i t i YLitTICAt M1rLUON i i VERTICAL a JR-OW1StiS
I MAX. CENTERED 1 I DESIGN PRESSURE 7 APPLICATIONS m B)ADDED GLASS TYPE?TO
CENTERED I t I I 1 t 3 1 I TABLE3IJR-0i114110
t BETWEEN—\ t 1 f iSEE
HINGES
I i �RAOJJPSF I i
BETWEEN i
1
HINGES 1 { 1 1 NOTE 1 {
CENTERED
BETWEEN �
�j I `� St0E417E SIDELITE SIDEUTE DOOR
10.112• L- _ _ ANCHORS !0.472'!-- , C+9
MAX. MAX. ANCHOR REQUIRFJ+,fENT9 ANCHORREQUIREMENTS .. 3: "
ANCHOR REQUIREMENTSi ANCHOR REQUIREMENTS SAMEAS HEJU) SAME AS HEAD O
SAME AS HEAD SAMEASHEAO MAX, .'' - '.�\ MAX, �''-- - �..` y-N n uaD O tri
X XX.(USING ASTRAGAL) 6"r' F,�T,
`1rMULLiON 6"f 1`'MULLION to
4'Q.C,MiN, r 1 4'O.C.MIN, 4"D.C.MIN. r 4° - 14.O.C•MW,
TABLE4: -t t i �Uj r r
TABaf
LE 3: >IXDoorAdmilalClndarAnchormRaqulmd I 1 SEE TABLE O,
X t XX Door.Dootan Prawrm Hood&Sill 7LITE SEE TABLE 0, 4 t._-_ O rop
� --- r THIS SHEET, ! I THISSHEET, �
fl�0.0 f5F Olwo T)flb 1 Door Wldh(In) FOR ANCHOR DOOR r FOR ANCHOR lel m� I,,, onto
X178.0 PSF Gtma rypae 2 8 T 46 60 72 TO SIDE• f QUANTITY,SEE 4, SIDE- QUANTITY.SEE > O p w LITE r TABLEI,SHEET `LITE \ �� TABLE 1,SHEET r Z Q.m i FOR TYPE I FOR TYPE�Aff
OMto L4 tl 7 RLIE ' p�p iV°VS
60 4 , 4 4 S 4. _ 6 9 4 AneltonRequilodloraVerllealAlaUlw(e��emuOlonand) FOR"OIX IO'. ® C?
9S 4 B 4 S 4 0 B 4 Dom or a duMMhnuom Wdtb M) AND SIMILAR O
12 21 - 32 says 40 CONFIGURATIONS
CONTAINING A !U
Mo. � � o m U o m o o m u o DOUBLE DOOR � "�
TRANSOM-TO-DOOR(X10}OR TRANSOM-TO-SIDELITE(010). Hew (!oc),usE !yQ
MULLION ATTACHMENT&INSTALLATION �") m 1 THEONLYHALF °
Dom WA 2 1 Z 2 5 Z ! AVA p` WIO'iH OF THE. z a
ATTACH DOORS, 4,111111 BLTnR 60 1 2 1 2 2 1 a 2 f a z t DOUBLE DOOR ,
Dem WA Z 1 s 2 t a a 2
WA
WA wA WHEN USINGSIDELonk asnn wi,o,
TRANSOMST�THE ` �� 8LTi1R I 2 1 a 2 1 a a 2a 3 2 THlSSABLE.MULLIONASPER 1'MULLIONTHE INSTRUCTION1OF THE INDMDUAL TRANSPM �� rMAX..
1 HORIZONTAL 1)DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS$a ANCHORED WITH SIX ANCHORS,SEETABLE 1,SHEET 1,FORPRODUCT ---r- -- MULLION ALL APPROVED ANCHORS.FOUR OF THE 6UC ANCHORS MUST BE WSTAtt£Q THROUGH THE HINGES,ONE AT EACH •t„« ''�1Gti
1 APPLICATIONS HINGE LOCATION(RECOMMENDED q10 FLATHEAD SMS OR 3116'FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). -• '"
! ALWAYS REQUIRE2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT W THAT CONFIGURATION,FOR TWO(2)ANCHORS EXAMPLE,ON AN•XIQ°CONFIGURATION,THE DP FORTHE DOOR,THE MULLION AND THE SIDELITE MUSTEACH BELE 7: DOOR OA �� (IYpEAD)ATEACH DET£RU.FINED,THE4QWESTDPAPPLIESTOTHEENTIREASSEMBLY. S /}, t,ZHORiZDNTALMUU ION SIDELITE � MULLION END. ON TES, :. ' Tf:O ''DESIGN PRESS RE ' `�+ 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. T
t•R•T0.0 PSF 2)MULLIONS SHOWN ARE STANDARD 1-FRENCH DOOR MULLIONS, - PLOP.) :'- .,tom
4G MAX.MULLION LENGTH W HORIZONTAL APPLICATIONS- 3)MULLED CONFIGURATIONS NOT SHOWN MAYBE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NCA �'r, '"•,•. ' "" T*,
TRANSOMS WIDER THAN 40'WILL REOURE ADDITIONAL 7)FRENC DOOM ULLIONDPiSITEDToTO BE EOV£RAICALLL PLYDP,
TRANSOM AND L DADE•APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO MAY
IN VERIO WI APPLICATIONS AND LIE MSO OR MULLED ASSEMBLY.
r r t r t t t I,t it
TRANSOM AND DOY}R(SIDELITE. S)NARROW OR WIDE STILES AND RAILS MAY B£MIXFD WITHIN THE SAME SiDELl1T3ITRANSOM OR MULLED ASSFJt+19LY. 0.LYNN MILLER.P.E,
6 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, P.E.d 63705
TABLE 8:
SldolllerrmnsomDesign Pressure pd)hrGlass Types 364 SIDELITU ANSOM INSTALLATION(0)
Long Side(In)
633/16 665!0 68 70 72 76 76 82 84 Be 92 96 Be 104 lug 111
24 +1.70 +1.70 +170 +1-70 +/-70 +/•70 +/•70 +/•70 +/-70 +1.70 470 +/-70 +/--70 +/•70 +/-70 +/•70 28'OC.MAX 23.112"O.C.MAX
28 +!•70 +170 +1.70 +/-70 +1.70 +1.70 +/•70 +1-70 +1.70 +170 +170 +1.70 +1-70 +/-70 +/•70 +1-7D IF SHORTSIDE 19 IF SHORT SIDE IS
32 +170 +/•70 +f 70 +/•70 +!-7D +/70 +/70 +h70 +1.70 +1-70 +170 +1-70 +1-70 +170 +1-70 +h70 40.OR LESS OVER 40' I+ROOUL7 REVLSM
38 +/70 +/70 470 +170 +1.70 +1.70 t/•70 +/-7g +1.70 +/70 +1.70 +!•70 +/-7D t/•70 +/.70 +/-70 ---' --'- n+complying with the Plor(da
383/4 +170 +1-70 +1.70 +1.70 +/•70 +1-70 +/•70 +1-70 +1.70 +1-70 +/-70 +1.70 +/-70 +1.70 +/-70 +/•70 BulldingCodu
AmPlmcoNa I -OI ,�I�
40 +1•70 +/•70 +/•70 +1.70 +170 +/•70 +/-70 +1.70 +170 +1-70 +1.70 +/-70 +1-70 +1•70 +/•70 +/-70 � :1 D mtI O,ite -1
1 I I I SEE TABLE 10,
42 +1-70 +/•70 t/-70 +/•70 +170 +1.70 +1-70 +/70 +1.70 +/-70 +1.70 +170 +1.68.8 +/-MS 20'O,C,MAX I I I I SHEETBFOR BY
44 +1.7D 4/•70 +1.10 +!•70 +1-70 +1.70 +/•70 +1.70 +1.70 .41.69.6 +/•68.6 +1-67.7 +1.67.3 IF LONG SIDE ISI i i ANCHOR Miami l +Pmdu¢t Cone
c 40'OR LESS I I 1 QUANTITY,SEE
46 +1.70 +h70 +1.70 +/70 +1-70 +l-70 t/•70 +/-09.4 +1.88,7 iF67.6 +/•88,6 +185.6
$ I TABLE 1,SHEET 1
1p 48 +1.70 +1.70 +I-70 +/.70 +170 +h89.9 +.689,1 +1.87.8 +f-07 4/•65.8 +1.84.7 I I I Q A)CORRECTED TABLE 8 DIM.
I I I I FOR ANCHOR
50 +/70 +/-70 +1.70 +1.70 +f7g +188.4 +1.67,8 +1.86 +l-WA 4/•64,1 I I / I TYPE. a JR•03118116
62 +1.70 +1-70 +/-70 +/-70 4189.1 +/•87.1 +180,2 +1.64.6 +1.63.9 1 i i i i B)ADDED GLASS TYPE 7 TO
64 +1.70 +/-70 +1-70 +1$9.2 +1-08 +1.65.9 +/&5 +/•83.4 1� I i I TABLE G.JR-01!24/16
23.1/2'O.C,MAX I I I I
66 +1.70 +/•70 +/4M7 +169.3 +187,1 +/44,9 +183,9 IF LONG SIDE IS
68 +1.70 +!•70 +1.89 4/•67.8 +/88,3 +/-04 OVER 4-0'
so +170 +1.69.6 +1.89.6
62 +1.70 +189.2 +/4B t/$0,8 - 12'MAX(LONG SIDE) ` •n°H
033118 +/•70 +l 59.1 +/87,9 +188.2 a,MAX I ___ __________J O
866!8 +149.1 +/•68.0 (SHORT SIDE) -+{ - y A v slop
of �-
fWIDESTILES AND WIDEN lV 0: N
AILS SHOWN ON SIDELITES) z g N
cq
Ol Il a
U -77
TABLE 9' J uVU1� K dd fY
9 o E� m X J. C amp
81deSte/TrOn6om0od nProaure,psfforGlOasTypeo6,6b7
Long Side(M
28"00.MAX, 23.112'O.C.MAX. Z 0.2 Q1 N •4
IF SHORTSIDE IS IF SHORT SIDE I6 1
033/16 864/8 68 70 72 76 78 62 84 88 92 98 98 104 108 111 40 OR LESS OVER 401 U.
24 +1.70 +/-70 +1-70 +/70 +/-70 +1.70 +170 +1.70 +/•70 +1.70 +/•70 +/70 +/-70 +/-70 +/-70 +1-70 --- -- --- e
28 +1.70 +/-70 +1-70 t/70 +1.70 +1.70 +1-70 +/-70 +/-70 +1-70 +170 +/,-70 +/-70 +1-70 +/-70 +/7D W N
f r -------------- 0 OQ W w=vs
32 +/•70 +/•70 +1.70 +170 +170 +1.70 +170 +l-70 +1.70 +1.70 +170 +/•70 +/70 +1.70 +/-70 +1.70 L_
38 +1.70 +170 +1-70 +1.70 +/•70 4/-70 +1-70 +1-70 +1.70 +1.70 +170 +1.70 +/•70 +1.70 +/•70 41.70 1 SEE TABLE 10, O
28'O,C.MAX I I I I co
38.314 4/•70 +1.70 +1.70 +170 +/-70 +/-70 +/-70 +/-70 +h70 +/.69.9 +/49 +/80,3 +/47.9 IF LONG SDE 19 i i I 1 SHANCHOR R F5 V N
40 +1-70 +/-70 +/70 +{•70 +170 +/-70 +/•70 +/49.8 +/433 +/�•3 +147,4 +/W.7 +/46.3 ��OR��` I I I 1 QUANTITY,SEE 3 W °I°JS
I I I I TABLE 1,SHEET 1 LL Q
42 41-70 +1.70 +1-70 +!•70 +1-70 +188.5 +188.9 +/47,8 +147 +180 +/46.1 I I I O z
FOR ANCHOR LL Z II�p
CG 44 +1-70 +1.70 +170 +/.70 +/49.1 +147.6 +188.8 +145.8 +145 +184 ��' � � r1,
46 +170 +1-70 +/.89.4 +148.4 +/S/,4 +1.85.8 +145,1 +183.8 N�)3,2 j I I I I Z' 1
a 48 +1-70 +/888 +/88 +/ ,B M88 +/$4,3 +/43,5 +/422 Jil I I I 5 O
50 +149.9 +1'.67,6 +186.8 +145,7 +/-84.7 +/42,9 +1.62.1
23.112.O,C.14AX. I t I I °nu •asap sa�,o5
IF LONG SIDE 10
62 +189 +146.8 +185,7 4184.8 +183.8 +1-01,7 OVER 4V i I i i� tioW
64 +148.3 +145,7 +144.8 +163.8 +/•828 i_ J I I `� y 1YNN A7/(
58 +147.7 +145 +144,1 +1428 -------------- 12'MAX(LONGSIDE) y:� `�OE)1Cr r,
68 +/47.3 +184.6 +183..6 _4 �` "
O'M/VL --------------- y ti6705
60 +187 (SHORT SIDE)
62 +/48.9 (NARROW STILES AND NARROW •�•• �
833116 +/48.8 RAILS SHOWN ON SIDELITE9) ^►
�70 AXC.T1
NOTES: (;S'•.,,... ' t:%.:'.
1)NARROW OR WIDE STILES AND RAILS MAY BE MUfJ:D WITHIN THE GAME SIDCiITElIRMISOM OR MULLED ASSEMBLY.
2)SIDELITEITRANSOM 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.a 58705
gggo Shat Sm Ml
m
�n C, _ 2 pm -W o m g $ u
Z
A rm rp rururu mrm u uru u m uurWruru rmrm
ap �• a a a a a a.a o 0 o a o a
Rm��3•�[!rtP?
Qm u m u m u to m u u m m u m m
7� w""mmm mmm�`m$'ado$mom momm oo�m mmmm am�o��"S•�'
.{�s
Cy t m p m m m m m m m A N A m A m A m W m W m W m W m w A N A N A N A N n w a N 6
�N� Anchor
- 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 M^8 m
Ancho
S rtmi m m a m ma m m m A m A mix.V,A a.W o�w ON w Q,w 0,W a,N p N{h N A N all"A �oupA
D
RomAnchor
aaaaaA AAaWaW a aW awaw-W awaW AN ANa N A N A N A N Groups
S.
{(y�-II Cis m m m Iloilo A m A m A Q14 m W m W m w m w ON W m N m N m IT N A N A w Group A
m~�uZ as AAaaa W awaw A W A W A W a w A w a w a N A N A N A N A N ANGId.ips 8.0
m
m m m A m A m A@ A m A m W m W m W milli
W m W m N m w all"A N ANA N GmpA
'u ^Y
0
Z m a a 14-1
A W a w a w A W-1-1
W a w a W A W A W A N A N a N a N A N A N Groups
Anchor
w O
C3 m A m A m A m A m n p W m W p W m W m W m N m N m m mN A N A N A
mV
N
N AAA W A W AW A W AW A W.Aw aw AW AN ANANaN AN AN Groups B-d
� m A m A m A will m w m W m W m W m w m N m N m N m N m N a N S7Cl1M
s« Group A
A W a W a W a W A W A W a c.a W A W A N A N A N A TO n N A A-n-
m
�C pa 6.p
p n m A m W m W p W p W p W m W m N m N m N m N m N A GmupA V
-r{ AwAW A W AW A W AW AW A W AN ANAN AN AN ANA�.�s8-0 m ('A ,
r
A
V A V W V W V W V W V W m W m N m N m N m N m N A N rllbl"
n w A W A w A W A w A W W A N n N A N A N A N A N Gia!(f30-0 ar W
Anchor m
V W V W V W V W V W V W m N p N m N m N m N m NGroup A
Anchor
m 0
I
W m W m W mi-1-143 m W m N m N m N m N m N m N
Groups 8-0Anchcr
O
V W v W V W V W VW VN VNmNmN mNmNA
Anchor
m
to 1A NmNmNmNG H-0 m �2
V W V W V W V W V 1.V N V N all
N m N m NGroup A
on W m cam W m W m N m N m-1-1-
mN m N m N
Groups e-d
m w m W m W m N V N V N p N m N to w Anchar
``AG',++`"''"'YYAB-�
roups
hor
m w m W m N m+1-1
V N V N m N m N GArm
pA a
hor
71
W mW mNmNmN mNmNmNGro B-0
Groups
Anchor
m W m N m N m N V N p N m N Gmup A
mw mw mw on.mN mN mN�•�pB
g
mill
m N m N mN m N m N m Gfml.r D
AncwNmN VN VN VN mNipA
Anchor m
mN m NmN pN pN m NGraTS13-0 j
tON ro too"mN V N m PQ A
or
pNmN pN_1_1
pN'"'"`'`'Y`•Y BSD f
Groups
.. Revc R.-,r'R" yew ID>w� —'
•.: •.,. 1070TEGHNOLO6YORiVE �m D ��:.,••
N.VENICE,FL 34275 ?'z z a 9 9
c
f `C1 "
P.O.Box ,��_ � a�«
<; ^•_ NOKOMIS,FL 34274 m z �i F Fn
az ;. .�1
z G'�=5 c' r•Z: — CER7.0FAUTT1. 24298 (941}4$41800 c°n ro
+�`y VINYL FRENCH BOOR AND SLTJFR 517/13 rorna
D''.:' a. :': m m
u, •• .....: v "SLTfrR ANCHORLIUANTiT}ES 2m J ROSOWSKI
,•''i~;r e 3:;='fit H FD-5558 NTS ��`' 6 OF 12 ox° MO-555.1 a B .,SS
EMBEDMENTlw
—"1 MAX INSTALLATION
T— SHIM 23 OPTION 1
INSTALLATION ANCHORS
DISTANCE 16 INTO 2X WOOD.
13
TYP.ANCHOR TYPE, 1 68 67
PRODUCT RBVI580
EMBEDMENT AND 3 uv camPlyfub u4W dm Flmldo
EDGE DISTANCE PER 71 33 33 Building
SUBSTRATE,SEE -- ecmoUanQaNOfot
TABLE 1,SHEET 1. '
� Ily
$ANCHOR PER HINGE Mtem{)ada P ct
TO BE THROUGH
SUBSTRATE.MIN.#10 p p `A)NO CHANGES THIS SHEET
FLATHEAD SMS,SEE �' JR•03/1fl/1b
TABLE 1,SHEET 1. 72 _O EXTERIOR 14 16 0 47 48 8 m B)NO CHANGES THIS SHEET
63 V JR-01124110
26
70 DETAIL1 19
OR FRAMINO,SEE
2X WOOD BUCKSTRIALSO SEE BELOW EXTERIOR NOTE2,THISSHEET
DETAILm�B .,tea
TYP.ANCHOR TYPE,EMBEDMENT 0: 03
AND EDGE DISTANCE PER O a
OPPON
TIP.ANCHOR TYPE,EMSEDMENTAND SUBSTRATE,SEE TABLE 1,SHEET 1. >-^ et ,lop
EDGE DISTANCE PER SUBSTRATE,SEE AVOID INTERFERENCE WITH O N
TABLE 1,SHEET 1. SING ANCHOR BY CHOOSING 18 TYP.ANCHOR TYPE, Q07
p
THE CORRECT LENGTH OR TYP.ANCHOR TYPE, EMBEDMENTAND O') t4 $ B
EMBEOMFJ4T 114' STAGGERING LOCATIONS., 23 EMBEDMENT AND EDGE EDGE DISTANCE PER Z ly r to unw
�— MAX DISTANCE PER SUBSTRATE, 18
3HIM 23 10 SEE TABLE 1,SHEET 1, 23 10 TABLE 1,SHEET SHEET 1. z Q Y o a
EDGE ' •� 18
DISTANCE . 1 ANCHOR PER HINGE TO BE ^o O O N
THROUGH SUBSTRATE.MIN. r Z d 2 O LL i
#10 FLATHEAD SMS WITH O
INSTALLATION1 MIN.3THREADSBEYOND
OPTION 2 u 29 41 METAL SUBSTRATE. 6223
a
INSTALLATION ` 71 7 ® 00 7oov5
ANCHORS DIRECTLY •• C3 r O) i
INTO MASONRY. x� V Z
O
26 4 72 4 5
EXTERIOR 32 RIOR 47 48 0l+ •osap co og
1'FRENCHDOOR MUUJON 18 70 15 20 28 \\\tYllvINi;Ntll�
DETAIL QA SUBSTRATE.MIN.3f18 FLATHEADHOR PER HINGE TO BE OUGH DETAILQI �EXTERIOR— DETAIL�JrFNI NIC
ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1,
INSTALLATION NOTE S• M: {Su.Gd709
. u`u
1)USE ONLY THE DOOR,SIDELITE OR
ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT MID EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON : ,• ,1C 0 :,+v'J
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. ��` `•; � ,
2)WOOD BUCKS DEPICTED ON THIS SHEET AS'OV,ARE BUCKS WHOSE TOTAL THICKNESS 18 LESS THAN 1-1/Y.1XWOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED cn DIRECTLY TO %ti''•. r'LpR\U�; . j
MASONRY.WOOD BUCKS DEPICTED AS'WARE 1-1 NY THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE '•� � ' '••'� :�`�;
AUTHORITY HAVING JURISDICTION. �� �,:�•N,•��,1`,.,•
3)FOR ATTACHMENT TO METAL;THE STRUCTURAL.MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUP)ORTTO THE FRAME OF THE DOOR,SIDELRE OR TRANSOM. �' + :f 1 I
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SI DELTRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER P.E,
P.E.#58705
TYRANCHOR TYPE' INSTALLATION
EMMOMENT AND EDGE t/4"
O10 16 23 DISTANCE PER SUBSTRATE, OPTION 4
23 SEETABLE 1,SHEET I. INSTALLATION ANCHORS MA
M
DIRECTLY INTO METAL _T
18 1 ANCHOR PER HINGE TO BE DISTANCE
THROUGH SUBSTRATE.MIN. —'�
1 X10 FLATHEAD SMS WITH �
MIN.3THREADS BEYOND DOOR 67
20 METAL SUBSTRATE. —+{ VISIBLE LIGHT PRODUCTRBVISED
33 71 O WIDTH(CLO) �7 23 Saii�di 334& hthe FForl�t
Accepiidnco Mo S •C3 �j
TYP.ANCHOR P.spimian
TYPE,EMBEDMENT
AND EDGE B Troduol
ut�^lil@ j Elk DISTANCE PER
SUBSTRATE,SEE
roR 3TABLE 1;SHEET 1, J)N 0
72 q1CHANGES THIS SHEET
1 62
01 0)NO CHANGES THIS SHEET
EXTEREXTERIOR 48 JR•0124NB
1•FRENCH DOOR MULLION70 ('I q7 u
DETAR DQ 1B V 20 28 a
MIAMI.OADE APPROVED
MULLION(SEE SEPERATE
NOA),ALUMINUM,STEEL wU� M ¢ 0
DETAILGE FRAMING OR STEEL STUD.SEE > ` L$/J •.ny
MSTALLATION OPTION 3 SUBSTRATE PROPERTIES,
DOOR FRAME WIDTH TABLE B,THIS SHEET O E N
INSTALLATION ANCHORS THROUGH a a wca O
1X BUCKSTRIP INTO MASONRY. TYP.ANCHOR TYPE,EMBEDMENT AND EDGE TYP.ANCHOR TYPE,EMBEDMENT O N 1V R U)
EMBEDMENT DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER OJ
c�
TYP.ANCHOR TYPE, I.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1.
1/4'
EMBEDMENTAND 18 23 ANCHOR BY CHOOSINOTHE CORRECT LENGTH EMBEDMENT 2� urowd
MAX
Lo
;'+ EDGE DISTANCE PER OR STAGGERING LOCATIONS, 1/4• Ld `•
EDGE ;+
SHIM O SUBSTRATE.SEE 23 10 . MNL U X N aaaoppp
DISTANCE •a: TABLE 1,SHEET 1. EDGE SHIM 29 wZ m q d 0
DISTANCE +- 1
i• 19 I• o Z D:Z N +'
�f U.
TYP.ANCHOR O O
TYPE, •,r' 31 ,. 1 07
EMBEDMENT
20 w
AND EDGE 6 : 41 ® $ 7aou5
DISTANCE64
L) N y
PER e = 2 2F
SUBSTRATE, U
SEE TABLE I,
SHEET 1. O
CONCRETE/CMU
Z <D
PERANCHOR O3 31 EXTERIOR
d 4 4 EXTERIOR LL
REQUIREMENT 1X WOOD will •ascD eal .
BUCKSTRIP, CONCRETWCMU
e aroa SIDELJTE/TRANSOMFRAHE WIDTH 1'I
SEE NOTE 2, 16 PERANCHOR 1 32 � `U;ti I!//�
THIS SHEET. DETAIL DETPJL GQ REQUIREMENT INSTALLATION 4\�:``,,;(1.lF•li,n.,/ "`'r,,f
DETAIL C� OPTION
INSTALLATION ANCHORS ``7~'
INSTALLATION NOTES! DIRECTLY INTO MASONRY. ✓ ;'�,Ai'!U
_ f
1)USE ONLY SUBTHE DOOR,
OR
ANCHORS LISTED ON TABLE 1,SHEET I.FOLLOW EMBEDMENTAND EDGE DISTANCE UMFF'8.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ,�i•„
ANY SIDE OF THE DOOR,DON TE OR TRANSOM
2)WOOD BUCKS DEPICTED ON THIS SHEET AS•1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12',1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY Tb
MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE 1-12•THICK OR.GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE ' ;'?i;••`'•.,1l,r.,;•tl�'•'.:}.''
AUTHORITY HAVING JURISDICTION.
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE FRAME OF THE DOOR,SIDEUTE OR TRANSOM.
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. •;•,i '
A.LYNN MILLER,P.E.
P.E.N 5 ff2
INSTALLATION OPTION 3 INSTALLAMON OPTION 4
INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH
1X SUCKSTRiP INTO MASONRY, EDGE 1X SUMTRIP INTO 2X WOOD. EDGE
�"— DISTANCE b ~r DISTANCE
9.. 2X WOOD -
32 PER ANCHOR + �� BUCKSTRIP
" EMBEDMENT
4 1S a OR FRRlANG, Q G
REQUIREMENT y 5' EMBEDMENT SEE NOTE 2,
1 ;r''+ +'q !� THIS,SHEET " + mdDUCTREVL8
4
} }X WOOD eoft
1X WO—OD 81UCKSTR(P,SEE complying
23 23 Aaxpa w TNo L„�-ot�0
BUCKSIM P,SEE NOTE 2,TTNI3 8HEEY, I * +4
NOTE 2,THIS SHEET.
1t4`MAXSMFM 1 114"41AXSHIM BY
13 2S Crr MiamF a M
A NO CHANGES THIS SHEET
10 19 p.
TYP.ANCHOR TYP.ANCHOR a JR-OW18118
TYPE,EMBEDMENT TYPE,EMBEDMENT °q B)NO CHANGESTHIS SHEET
18 I ANDEDGE ANDEDGE JR-0924MB
—T� f 1 28 DISTANCE PER DISTANCE PER
ANCHOR TYPE, I SUBSTRATE,SEE SUBSTRATE.SEE m
EMBEDMENT AND EDGET SEE FLUSHBOLT TABLE 1,SHEET 1, g} TABLE 1.SHEET t.
DISTANCE PER SUBSTRATE, DETAIL,SHEET 12
SEE TABLE 1,SHEET 1,AVOIDINTERFERENCE WITH
} m
OPPOSING ANCHOR BY {, S 3 r 0J •naH
CHOOSING THE CORRECT
LENGTH OR STAGGERING !I r
LOCATIONS. DETAIL B y (� (��
OR 33 DETAIL K� 4Q0(�iV a Its r`ta S 1,�(tij
`vim 1 uan
TRANSOM ur
U Is Q a s
4 DOOR 14 15 WINDOW FRAME o o
DETAI4 H VISIBLE LIGHT HEIVISIGHT(U�T HEIGHT 2 IL
;a D '-
39
HEIGHTIOLO) O
DOOR 411 gt �
FRAME
I'P
33 HEIGHT
gMMIOR z
INSTALLATION NOTES: a !na
1)USE ONLY SUBSTRATE-APPROPRIATEANCHORS LISTED ON IDR 1 DETAIL d� DETAILQ O U.
TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON Y' ! ON
ANY SIDE OF THE DOOR,SIDEI.TTE OR TRANSOM, I INSTALLATION TYP.ANCHOR U.
TYPE,EMBEDMENT
OPTION 2 -AND EOGE alpl 'asap ao;,e
2)WOOD HOSE DEPICTED TALTHICK THIS ESSISHEET AS STHANX",ARE INSTALLATION �� INSTALLATION DISTANCE PER
BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1t2 IX ANCHORS DIRECTLY 29 SUBSTRATE,SEE r',1•i 11 i! F I
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED INSTA OPTION
ANCHORS 1 1 22 23 T p,ANCHOR INTO MASONRY. TABLE 1,SHEET 1,
DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS`2X"AR£
1-117THICKORGREATER,INSTALLATION TOTHE SUBS7RATE TYPE,EMBEDMENT Y v,,
OF WOOD DUCKS TO BE ENGINEERED BY OTHERS OR A9 INTO 2X WOOD. ANDEDGE 1!4•MAX,SHIM OR
APPROVED BYTHEAUTHORTYHAVINGJURiSDICTfON. 24 SUBST'DISTANA PER 1 NON-SHRINK,
SUBSTRATE,SEE 23 Z:NON-METALLIC 5870*
3)FOR ATTACHMENT TO METAL;THE STRUCTURAL MEMBER 2 TABLE I,SHEET 1, GROUT-FULL
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE ��❑ / N / .�.VJ, - `
FRAME OFTHEODOR,SIDELRHORTRANSOM. FULL LENGTH 114"MAX.SH �Z
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM ODOR, _� • '. STrtr „4/`
SIOELITE,TRANSOM ORMULLION APPLIES TOTHE WHOLE
SYSTEM. 2X WOOD SUCKSTRIP EMBEDMENT CONCRETE PER 5 d EMBEDMENT
OR FRAMING,SEE `' "� ANCHOR
NOTE 2,THIS SHEET REQUIREMENT I
EDGE DISTANCE ---}•'+^^*�} EDGE DISTANCE A.LYNN M�P.E,
4.665" 4.922' 2.281-
3,926- r
or
1A
500" 076"
r Air I.Tsw PRODUCT REWSFID
1.000, Ims, Wcotnply Ith ft rJudda
Quildhig Co
SfDELITE ADAPTER IT
❑ 130a i c� Acmo%nceM 16-01,2(a.-A.
FRAME HEAD& PANEL RAIL&STILE *20003,Rigid PVC 111*0 Data �94
420000,Rlgld Cellular PVC #20OD1,Rigid PVC #20002,Rigid Cellular PVC
JAMS FRAME SILL
G) .182' 3,071"
A)NO CHANGES THIS SHEET
1.603- 2.488 JR-03118FIS
toor i M B)ADDED PART#27
1,500, 2.14W =F461* 4 JR-01#24116
77 .374-
F
278 f t
.ow 41 3.618' .100' 4.561'
.05001 1 , - a R 0
3.51V 4801 3.518' OB(r Aww
N �4
099 x
1972; U U
2 X t3
Ott
HINGE STILEZ 0
U5 REINFORCEMENT fi 1.07W w W10
#20013,6063-T6 TOP&tOnOM RAIL PANEL STILE AGTNE INACTIVE 1"FRENCH
7
REINFORCEMENTREINR?RCEMENf ASTRAGAL ASTRAGAL —4
00 R GAL DOOR MULLION 0
1.9D4* #20014,6063-76 #20016.6063-T6 #20017.6063-To #20022,6083-Te cc 0
9 T`-
1.3W ow .20 .773* Mer
•L;:.r 1+i� F—* —JLA.343 �a
.os(r —
roa=07 T
INACTIVE
BEVELED OGEE FRAME I"MULLION ACTIVE
CI ADD-ON
14 6 FINIFLANGE CAP
CC
13 ASTRAGALTOVER BEAD COVER 17 19
ASTRAGAL COVER
#20004,Rigid PVC #20006.RlgldPVC @020000,R1qldPVO #20007,Rlgli PVC 8 1008 Rigid PVC (�t()01�Rigid PVC #20011,Rigid PVC
00!1 vso0"0,05
4
V'?Niq A
2.285"
osw
340 jj 126
L041"
.930'
JJ 86" L+ .723" �T"
—T oar .200'
(W2* .101- T .0so, —
SINGLE DOOR ANCHOR THRESHOLD HINGE TRIM QUARE
(2 ,STRAGAL COVER
22 SILL CAP 23
PLATE 24 CAP 25 DRIP CAP 26
@) COVER 27 BEAD
#20012,Rigid PVC #19009,Rigid PVC #19031,6063-T6 42 6063-TS #20021,6063-T6 #20023,Rigid PVC #20047,Rigid PVC I—." .....
ALL RIGID AND RIGID CELLULAR PVC BY VISION EX17RUSIONS,LTD. A.LYPN.N MILLER,P.E.
E0 60705
TABLE ii: 62
01 POTPattf DewrlPBon Matertat DOOR HEAD 23 91
1 I 20WO Door&Stdolitod7amsom M.In mma Collular PVC DOOR PANEL HEAD
2 20001 Daar Framo SUI PVC O B 1B
3 20002 Ponai StJO&Rall Coliular PVC
20003 SWUM Ad r Id PVC 3
s 20013 5180Ratnhroamant Num..6083 T8 6
B 20014 Paml Rall RolnlMrcomant Num.,6083-TO
T 20015 Pam!SUb ROtnlaraamam Num..8685.-18 1
e 20010 Ae240Ow btra9ol Riald FVG PRODUCT RlTVl9ED
0 7 InUtM Aotrand 28 1 ascampiyie with ft'Flo Ida
10 20421 1 Frvnch poor 191tugan Num,8003.18 23 BWldarg Colo
13 24406 m=tlw AauoaaIGmr 4
PVC "� Rx�p pNa«•O ti�
i4SO I-15W Uvval Head dPVC ,a
19 20008 1.1116-0009 Boal .Mold PVC
007 3 By
10 20ScMW WW-r Ria Pvc �"' Mia: Proa4et
17 20008 -AddkmFINFb PVC 5
18 20068 I'MuillanCup ftid PVC
18 20011 Act*Rena al Cover Rfotcl PVC 3
2D 2OD12 aDooatmaos Capt PVC DOOR A)ADDED 438-JR-03118115
rA
21 20018 Sill arrow Corer dPVC JAMB m B)AODED PARTS 427,445&948
23 10031 Anchor Plata And 606}•76 /� JR-01124118
24 f 20020 Tbastiold Cowr Num„8083.70
25 20021 Dft Cup Riold PVG
26 20073 Trim Cawr Riad PVC a:
27 20047 7/101 Square Sca PVC 57
28 01 aiharatda 35 di
28 1671!3 Forma WmtharoMi cf) t!0 parr
3i 714FPT 1 F SiaM acaw.t14 XIII f PM FK 10.625”Qc. 9tainlaas Steal 20 �• DOOR PANEL a C }S
32 TSIO1X Fmexr•Io•Naa SI0Scrw.910X1'PMF 28.0.0. 6tainloon Steal / V'+ O
33 7BXSFPT 14 PAft oomant acraNS 1•Ph. 1.D.C. Bl a Stec TO HINGE STILE }-tom„ �C olaq (Q v! !
31 710X1FPAX Frame searr@i MW 010 XT Ph,FH slalAwa Steal (�C4
35714FPT s Asso Somw:914X1.1 'Ph.FM amintoaasbel �' DOOR PANEL uj
7 426 37 IPS siane etottyisorow 4 alt n F stnlnioao sinal LOCK STILE Z� M li 0 uxwn
35 Caralmd30.EdOas car
38 Guansx DuraSoti a aces, n la arWOoaa cam {�U,L+,�I CWl a N
40 826119 Ormnax is er.FOam EPO wt aicaam I^Z m Q 0M0
41 20026 So S R,BS+I-5 uro. Vinyl ���YYY
42 Bac •Da*Mcr BE-7/04 a0cano tom•• O p J N
43 Arpn a INSTALLATION o Z !1
44 a 140 Mat e1iB I ANCHOR
45 1852 as BiaR 1/36'x 4-x3118`,8s+h 8 dura,
48 1014 90 uwcli Ur x 1"x 1/B•.85+/•6 dura. tam a A r•
47.73 BOOM' wm 60M,TaWo 12.SIMM 12 O
so 2049, ImelNOAstraB Aeatal INTERIOR 0 0 taa4s
91 20035 AoBw Aa at Cop ACotai O 9
ALL RIGID PVC AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. 72 g8 Q
ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM, al as
33 � LLS Q
DOOR
JAMB 22 29
3
DAYLITE OPENING(OLD)SM � 01111 •asap SOROS
WHEN USING PART 4 3:((WfDE RAILS OR STILES) 24 2
X DOOR FRAME HEIGHT./2.1 0 DLO HEIGHT SIDE LIE/TRANSOMX DOOR FRAME WIDTH-
t I 1 I!1111 r
((XX DOOR FRAME HEIGHT)•312.1=OLD HEIGHT JAMB W/NARROW .�''.•,.tii ��MPl.11rlr;/
(XXDOORFRAME MOTH l2)-it.5-DLO WIDTH �:•'�tiC iS11 ''•;"r t
FRAME
SLT/iR FRAME HEIGHT.14.10 DLO HEIGHT ;:''Y'' ••,:"�' ;'..
SLT/TRFRAME WIDTH-12.10OLD WIDTH DOOR 0 ""' q;o'5t 06 i
WHEN USING PART N 4:(NARROW RAILS OR STILES)
SLT/TRFRAME HEIGHT.4.9=OLD HEIGHT SILL j�fj / 1•••
SLT/TRFRAME VADTH.4.9=OLOWIDTH ° 16 ^•0''.Vl' �.,��i6 IU:'
SIDELITE/TRANSOM
� 31 SILL WNVIDEFRAME `�f��i•i�}5•;.,'•
1 (HEAD SIMILAR A.LYNN'MILLER,P.E.
P.E•968705
HARDWARE DETAILS&LOCATIONS .
62,65 63,56
• 47-09 62,63
60 as
67
70-73
• / 62,54 / PRGDUCT RbVl9aD
complyiry wAL Iho FTosim
EQUALLY- (CytJIF' SWldinp Ooda
expiroiou low t9
SPACED t�muoo
h1•m l'noduG
/ 47-09711— / \
/ o / o \ JRN 0311 5 ES THIS SHEET
m 0)NO CHANGES THIS SHEET
EQUALLY- JR-OU24/10
SPACED C=T O O
/ •�,a
a
EQUALLY- MAX.
SPACED
10- d
E" MAX uWUU XN �
F-Z tJ g 0-N
MAX
70-13 70-73 0> 00 co N
"X"CONFIGURATION "MC CONFIGbRATION \ 81 z o:z ., Coo v� O
SEE DETAIL, Q
TABLE 12: TOP LOOCCK 0: F-
0 PGT Part# Description Material 0 O !m's
4 2 01 3000 mestxlry ldc, HINGE DETAIL'
48 666032702 P3W0 3PT Rhlno Lock(oler 8'6"),Amesbury Inc. Stainless Steel Z
49 7t032X1FPFX Rhino Lock Sc mr 10-32 X 1"Phll,FH Stainless Steel ops
52 217127 Adjustable 8lrlke Plata Assembly,AmesburyInc, Stainless Stool o z
63 20028 Leiner Btdke Plate Assembly,Amesbury Inc. Stelnleos Steel
64 7S101X Strike Plate Screw, :#10 1"Phll,FH 4108.6. z w d
65 78X12PFH(D(Strike Plate Screw,(XIE#8 X1/2"Phil,FH 4106 @ 0 5 o a
60 7SB1202 Flush Boll aar 'moa oohs
61 7803725 Flush BOIL Rod 4-
62 420034 Flush Bolt Guide M @
63 7832X12FPXa Flush Boit Guido Screw:0.32 X 112"Phil.FH :',Cj,1(,' .:)!7't,.rr�.
64 40033N
B5 78036 Flush Batt Sirl[ce Plata Ameeb Ins. Stalnleoo Steel @ ' 74'
88 7832X12FPXQ Flueh Bolt Strike plate Screw, :NB X314"Pbll.FH 410 S.S, 1�•�'S7"'
67 Was HandwLeoer 0116" -
68varies Dumm Hendle/leeer I 41 --� BEYOND I I ++6 h0
PANEL 1 I :.� '. 1
70 20025 Butt Hinge.AmesburyInc. Stainless Steel 70 LLL :•;)'•. r='
71 71032X1FPFX Ninge,Slab Screw. 1432 X 1"Phil FH Stainless Steel 60 FLUSH BOLT DETAIL ;;r. •., +•.,O���r,..• �;�..,,
2 7S1UIX Hinge,Framo 5caw#10 X 1"Phil.FH Stainless Steel ., r'•..
A.LYNN MILLER P.E.
P.EN 58705