HomeMy WebLinkAboutProduct Approval (5) 7/28/2015 Florida Building Code Online
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Product Approval Menu>Application Detail
a � FL# Oved
Application Type
Code Version
Application Status
DBPR. Approvals by DBPR shallbe reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
~s Validation Checklist- Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E-1886 2005
ASTM E-1996 2009
ASTM E-1996 2012
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr_app g.aspx?param=wGEVXQwtDgtsZzB6Yv%2bgnWdjpdNKCrtStUu3rKgehHY%3d 1/2
7/28/2015 Florida Building Code Online
Date Submitted 06/11/2015
Date Validated 06/16/2015
Date Pending FBC Approval
Date Approved 06/27/2015
Summary of Products
FL# Model,Number or Name Description
331.1 CD-290 Aluminum Hinged Door
Limits of Use Certification Agency Certificate.
Approved for use in HVHZ: No FL331 R11 C CAC FD-290 Certification.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/21/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL331 R11 II FD-290.Ddf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL331 R11 AE FD-290 Evaluatlon.Ddf
Created by Independent Third Party: No
331.2 FD-455 Vinyl French Door&Sidelite/Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL331 R11 C CAC Certification FD-455.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/21/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL331 R11 II FD-455.Ddf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL331 R11 AE FD-455 Evaluation.Ddf
Created by Independent Third Party: No
331.3 FD-555 Vinyl French Door&Sidelite/Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL331 R11 C CAC Certification FD-555 II.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/21/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL331 R11 II FD-555.Ddf
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL331 R11 AE FD-555 Evaluation,Ddf
Created by Independent Third Party: No
Btsack hlext
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F,S„please click here,
Product Approval Accepts:
T;:i? r Ed
.Wcu6tVm1 ritk&
https://www.1oridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtsZzB6Yv%2bgnWdjpdNKCrtStUu3rK9ehHY%3d 212
GENERAL NOTES:SERIES 555 LARGE&SMALL MISSILES IDESIGN PRESSURE RATING IMPACT RATING
IMPACT-RESISTANT,VINYL,REINFORCED OUTSWING
_ VARIES, RATED FOR LARGE 85MALL
FRENCH DOOR&SIDELITEfTRANSOM(SLT�- SEE SHEETS'4 a 5 MISSILE IMPACT RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE TABLE 1:
FLORIDA BUILDING CODE. Group Anchor Substrate Min.Edge Min.
Distance Embedment
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
A 3/16"Elco Ultracon Ungrouted CMU,(ASTM G90) 1" 1-114"
3)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE Ungrouted CMU,(ASTM C•90) 2-112' 1-1/4" I
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, P.T.Southam Pine(SG=0.55) 112' 1518" I
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTABLE 1,THIS SHEET.ALL WOOD #10 Steel SMS(G5) Aluminum,6063-T5' 5/16" 0.0713'(14 Ga) i
BUCKS LESS THAN 1-t/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS #10 410 S.S.SMS Steel,A38' 5/16" 0.056" I
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X #10 18.6 S.S.SMS Steel Stud,,A36 Gr.33' 5/16" 0.0 0. 56,Ga)
ARE 1-1/2'THICK OR GREATER.1X AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED TO B _ I
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS P.T.Southern Pine(SG=0.55) i/2' 1-318" i
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3/16"Elco Uitracon Grouted CMU,(ASTM G90) 2-1/2" 2-114"
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NONSHRINK, Concrete(min.2.85 ksi) V 1-316' I
NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(MAX.114-SHIM SPACE FOR GROUT) 1/4"Elco Ultracon Ungrouted CMU,(ASTM C-90) 2.112" 1-114"
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT TO THE SUBSTRATE, '
AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR P.T.Southern Pine(SG=0.55) 9/16" 1-318" r
MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,ORAS APPROVED BYTHE trig Steel SMS(G5) AlurTiinum,6063-TS 3I8" 0.0713-(14 Ga) _
AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC. #12 410 S.S.SMS Steel,A36' 3/8" 0.056" w M Y
#12 18.8 S.S.SMS ] '+aa
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE Steel Stud,A653 Gr.33' 318" 0.056"(16 Ge)
ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS P.T.Southern Pine(SG=0.55) 1° 1-318" IO m 'r' (0 �-
SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.EXTERIOR 1/4°Elco UHracon Grouted CMU, ASTM G90 2-112" 1-314" >. N al°0 0
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR C ( ) O N
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE Concrete(min.2.85 ksi) 1" 1-318" OJ c)
OF THESE INSTRUCTIONS. Concrete(min.3.35 ksi) 1" 1-314" O LL N-I O
1/4'Elco 41D S.S.CreteFleX Z Lo u- Co °'o u-
7)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO Ungrouted CMU,(ASTM C-90) 2-11T' 1-1/4" _uj
Ln 6
THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY W U X
P.T.Southern Pine(SG=0.55) 1" 1-316" W- Og w °
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE DOOR t-Z LD Y 2l.0
114"Elco 18 8 S.S.Aggre Gator Concrete(min.3.27 ksi) 1.112" 1-318" CD
SIDELITE OR TRANSOM. w O C
Y
Ungrouted CMU,(ASTM C-90) 4" 1-114" no (5 O -r
B)DESIGN PRESSURES: D 114"FICO Ultracon Concrete(min.2.65 ksi) 2-112' 1-3/S" Z a Z V) LLO
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND
GLASS PER ASTM E1300. 1/4" Elco410 S.S.CreteFlex Concrete(min.3.35 ksi) 2-112' 1-314" Q I
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. w i
FRAME ANALYSIS AND GLASS PER ASTM E130O.
O aa�s
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS ® m O '
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT TABLE 2: _ WN ti
BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR Te M (J I_ Z 1
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER Description
Used: Z el°_5 j
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR W 1
CORROSION RESISTANCE. 1 1-3116"Lami.IG 118"T-11116"Air-1/8"An-.090"PVB-118"An O LL W
2 1-3/16"Lami.IG(3f16"T-518"Air-1/8"An-.090'PVB-1/8"An) Door } w `o i
9)ALL RIGID AND CELLULAR PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN 3 1..'/16"Lami.IG(118"T-9/16"Air-3116"An-.090"SG-3116"An O Z uJ
WII
TESTED TO COMPLY NTH THE FLORIDA BUILDING CODE FOR PLASTICS. Sidelite&
4 1 316"Lami.IG 3116"T.1f2'Alr-3116"An-.090'SG-3116"An) Transom
10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA 5 1-3/16"Lami.IG(118"T-9116"Air-3116"An-.090"PVB-3116"An)
BUILDING CODE. (SLT/TR) W
6 1-3/16"Lami.IG(3/16'T-112"Air-3/16"An-,090"PVB-3/16'An) ;
11)REFERENCES:TEST REPORTS FTL.7393,7396,7402,7403,7404 8 7418. SG=DUPONT SENTRYGLASG INTERLAYER BY E.I.DUPONT DENEMOURS 8 CO.,INC. \ ,....,
GUIDE TO SHEETS: '` �'•v a' '
Product Stze OP Certification# !�
GENERAL NOTES...........................1
Mullion 96' +1-70 pst 190-1010,278 ELEVATIONS...................................2 ��_ )
38314'x 96' 190-276.277. GLAZING DETAILS..........................3 __ _ #
Door +/-70 psf DESIGN PRESSURES....................45 � E`_ {
76'x 96' 1009 ;-.W'.v° o
SIDELITE/rRANSOM ANCHORS....45 - •r •��•• i
Sidelite or 40"x It 1" 190.274,275. ;.'`>'• s'C,Y`
Transom 111'x 40° +/-70 psf 1006.1007 INSTALLATION...............................
EXTRUSION PROFILES..................9 :<;-�''•:.:Y... Q:'.`.
PARTS LIST.....................................10
CORNER DETAILS. -t'•�i''r�' `'�
HARDWARE DETAILS.....................11 t
A.LYNN MILLER,P.E. p
P.E.#58705
i
EXAMPLE CONFIGURATIONS
40'
40' MAX.
38-3/4' _ MAX '38.3/4' 38J/4' TYP.
'�{ 76'MAX.
MAXSLAB (MAX.) I r(�B-/ �� I ,gTYP. �— 11 MULL 1'MULL —�i�_.MAX. 1-MULL
I WIDTH
•-5-11-17 /, %! ....._ \, %° ........{�) / !
93.718' HEIGHT
i MAX.SLAB (ALL DOOR i///�
HEIGHT CONFIGS.) � /
R
TYP.DOOR SLAB XX i y/OIX(SHOWN)OR XJO. OHO W g
(WIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE ) '^a�.
40'MAX.GLASS 40'MAX.GLASS SHOWN ON SIDELITESZ RAILS SHOWN(L_SIDELITES)_ E C
��....II TYPES 3'&4, TYPES 3&4, �— p 0 O _
DETAIL I 36'MAX.GLASS I —� 36'MAX.GLASS HORIZONTALM 38.314' }ti v nrnp O to I
HEET# I TYPES 5 8 6, I TYPES 5 8 6, MULLION MAX. O 4 N N I
_ v
LENGTH OJ m
J Q� O ^P a
ZLL LNC--LL w ...o:q LL
40' 40' �/ U U X O
76'MAX. ---- - MAX- -�I �_ MAX. /�r / i W Z 02 00
TYP, s6-7rB^ los-in6• TYP. I // / W 03 O
—►I 1°MULL(X2) I� MAX. MAX. I •--+-1.'+-- 1'MULL •/ i CD> 0 Y J I
DLO OLD -' `
�z az
/ \ zaz LL
0 O I
111' 7 Q F- N
111° J '
MAX % MAX. y^/� C _I 1'MULLi Ix
HEIGHT / HEIGHT /yi ') / `$ O O 7aau5 j
/
OR WIDTH / �/ ® S+' O C7
/ OR WIDTH i ( 96'MAX. / f / u LL F
1 VERTICAL
�//
MULLION
ENGTH W <
o LL
zLL_ju1LL==.Jj
\
L_-- --
OIXXIO SINGLE O SINGLE O 010(ADDITIONAL MULLED
(WIDE STILES AND WIDE WIDE STILESAND WIDE LNARROW STILES AND NARROW LITES ALLOWED
____
RAILS SHOWN ON SIDELMES) RAILS,SHOWN ON SIDELITES1 RAILS SHOWN ON SIDELRES) (WIDE STILES AND NARROW O/O WITH OIX WITH •��,.i:;,•;rc1i5_ r
RAILS SHOWN ON SIDELITES) - �� '� �• {
HORIZONTAL HORIZONTAL
MULLION MULLION ^•' - j.
-X
WI( DE
TILESAND LNARROW STILES - _
NOTES: WIDE RAILS SHOWN AND NARROW
1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. "
ON SIDELITE& RAILS SHOWN ON ';_�•,•. c �• •
2)MULLIONS SHOWN ARE STANDARD 1°FRENCH DOOR MULDONS PER THIS NOA. (RANSOM) TRANSOM)
3)MULLED CONFIGURATIONS NOT SHOWN MAYBE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. •\ -•;C;\� '• ���• I
v1 Z
4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 40°IN HORIZONTAL APPLICATIONS.
5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLTITR OR MULLED ASSEMBLY. '•'JI J^))"'�''1``
6)ADDITIONAL CONFIGURATIONS USING THE 1°FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS
A REFERENCE FOR SIZE LIMITATIONS. A.LYNN.MILLER PF j
E.;'58705 Ir
f
i
DOOR SIDELITE&TRANSOM
GLAZING DETAILS GLAZING DETAILS
i
1.9118'NOM. _yb3M 6'NOM. ._... 1.3116°NOM. _... _ --__.
GLASS STACK _ _ SIt6'LAMINATED GLASS STACK GLASS STACK
GLASS STACK GLA S STACTEb GLA LAMINATED
GLASS STACK -1-1
GLASS STACK I
1 i r 118'ANNEALED GLASS 3116'ANNEALED GLASS I j "f�i116'ANNEALED GLASS
v i 'TI '' 1 • 112'AIRSPACE 111 ((1
11116"AIRSPACE. j oW DUPONT 9/16'AIRSPACE j
�,..."�BUTACITE PVB ( � ✓ •090'DUPONT SG y I .•-.090"DUPONT SG /
I .,L-1/8'ANNEALED GLASS 1•-3116'ANNEALED GLASS •%--3/16•ANNEALED GLASS
1/8'TEMPERED GLASS
118'TEMPERED GLASS r 3/16'TEMPERED GLASS I 1
10, ....�
`74 nns• i I nns• / i nns• M
GLASS BRE GLASS BITE ) i GLASS SITE
EXTERIOR EXTERIOR TE
EXRIOR j 39 4�
N 'aN
of N
41, :`t ��.._ \r' X41 �` �....- (D r n o O w f
U ANeT t�
/ Q J W J O a d
GLASS TYPE 1 GLASS TYPE 3 GLASS TYPE 4 =W !�-� LL
Mya
U UX D o
omY 4
LU C ."e
z
rO <t
� azO °f N LL 4
1-3/16'NOM. _ I 1.3/16'NOM. 1-3116'NOM. -, Q
GLASS STACK 6/16'LAMINATED GLASS STACK GLASS STACK O '
_ 7116'LAMINATED _ 7116'LAMINATED
GLASS STACK I _ -� _ GLASS STACK I GLASS STACK ® a ''"'15 i
.-,.418*ANNEALED GLASS I �3116'ANNEALED GLASS 3/16'ANNEALED GLASS s = Q �
z
516'AIRSPACE •`� • .090'DUPONT 9/16"AIRSPACE • .090"DUPONT 112"AIRSPACE '• j .090'DUPONT O Z LU ,p,
BUTACITE PVB '`r. "- BUTACITE PVB I -!i"-BUTACITE PVB LL W ❑
• 118"ANNEALED GLASS 3116"ANNEALED GLASS I i•%-3116'ANNEALED GLASS r Z N i
3116'TEMPERED GLASS ,, 1 1/8'TEMPERED GLASS,, j 3116'TEMPERED GLASS,,,, J
L U > c� 0 2
14
D....��I j ( ivis• C' 11116• / w76• all2 roG>,.�5
I I GLASS BITE i GLASS BRE
1' GLASS 817E
. � 13
^.._ 3 � ;;I X1111
I ° 1 ` ? 1
EXTERIOR � �� ^ L � EXTERIOR. -1 \_( EXTERIOR
42! ! 39 40/--� ,42 39
CX� C, r C9
(41 41
GLASS TYPE 2 I GLASS TYPE 5 GLASS TYPE 6
, "=...�!''?' I
.,,+ ..n, ,
A.LYNN MILLER
SG=DUPONT SENTRYGLASO INTERLAYER BY E.I.DUPONT DENEMOURS&CO.,INC. ,P.E.
P.E.p 58705 I
SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR
INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION
N (XX) 4'O.C.MIN.. (OIO,OIOIO,ETC.) (XIO,OLX,XIX,OIXIO,XIOIX,01XXIO,ETC)
SEE TABLE 4, - SEE MULLION CLUSTER - SEE MULLION CLUSTER
THIS SHEET, DETAIL BELOW DETAIL BELOW
4*MAX -moi �•+- 4'MAX. --+{ ASTRAGAL ---FOR QUANTITY. ! �t +// `�t
r,CLUSTER r SEE TABLE 1. I ATTACH DOORS AND I - t --•- -
1 SHEET 1 FOR SIDELRES TO THE
9.12' 9.MAX 9-1@' L-'--Z -- TYPE _ i MULLION AS PER i
MAX. (._. .1 MAX. -_ t" ."11' THE INSTRUCTION-...._._.........t..._. t�\,_
T CENTERED T ! i i// OF THE INDIVIDUAL
i ANCHORS
i I ! DOOR OR SIDELITE {
CENTERED !
BETWEEN CENTERED I I I I
HINGES i %
ij BETWEEN
` 96'MAX
HINGES TABLES: I MULLION
SEE' SEELENGTH IN
12'O.C. NOTE1I VERTICAL MULLION 1I
>
VERTICAL e
DESIGN PRESSURE I I ry
CENTERED I MAX. CENTERED I I i i t I APPLICATIONS >
I \ BETWEEN i +1.70.0 PSF
BETWEEN•- SEE i
� HINGES I I I /
HINGES ', � 1 �� � !� INOTEt
\
BETWEEN
i '\ _i SIDELITE( ' SIDELITE SIDELITE DOOR :r
10-112' L J \ ANCHORS 10-v2- i, -I
MAX. 9"MAX. MAX. Y R
—� \ ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS > U)
ANCHOR REQUIREMENTS T ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD Of I
SAME AS HEAD SAME AS HEAD MAX. - LOD
X XX USINGASTRAGALI 6 MAXM6x — '� L}7 N N �'
�_.__.__.__...._....._.__l. - ------ 1'MULLION - ------ 1^MULLION ct
i
_.T!MAX.h �� i� MAX. >� Oj M C0 Q
4'O.C.MIN.t� ' 6' r--�4'O.C.MIN. 4.O.C.MIN. 4-rte-+4^O.C.MIN. O-1 C-• J s "G a '
TABLE 4: I ( i I , Z LL �LL t0 vo:G LL
TABLE 3: XX Door.Astragal Clustar Anchors Requlr9d i tlJ
DOOR DESIGN PRESSURE 0 Head&Sill i SEE TABLE 6, SEE TABLE 6, U(� X d
' THIS SHEET, II I --- I THIS SHEET, 111 Z 02 v it a`+
+IL0.0 PSF Glass Type 1 Door Width(in) FOR ANCHOR FOR ANCHOR ~W CO O �. SMG
I+1.70.0 PSF Glass Type 2 48 60 72 76 SIDE- SIDE- �r` QUANTITY,SEE �� SIDE- .DOOR�J QUANTITY,SEE r- O 0 a J
>� LITE LITE TABLE 1,SHEET LITE TABLE 1,SHEET OJ Z 0. Z
` � n m m O 0 1 FOR TYPE �' ' 1 FOR TYPE Z O
0 0
le
8= c9 a cel `8 c a Q a cel TABLE 6• p W +,ag +
60 4 4 4 5 4 5 4 4 AnchorsRequiredforaVenicalMulllon(eachmullionend) FOR-O(XXIO- A N O i
98 4 5 4 6 4 8 5 4 Ooor or sidelitelTratsom Widen Gn) AND SIMILAR ❑
12 24 32 W14 40 CONFIGURATIONS 2 tN Z i
❑ c7 CONTAINING Z W t
Mullion -m m ❑ m U o m v o m v ❑ DOUBLE DOOR a � +log; i
TRANSOM-TO-DOOR(X/O)OR TRANSOM-TO-SIDELITE(O/O) Herein g a _ € #; 'g'g , g' ONLY
HA rr a
V` l o u a u ¢A L ONLY HALF OF 0 LL Z
MULLION ATTACHMENT&INSTALLATION Door wA 2 1 2 z 1 3 z 1 WA WA
wA
THE FRAME
B0 WIDTH OF THE U O '
SLTRR 1 2 i 2 2 1 3 2 1 3 jmTHISTABLE. Z
ATTACH DOORS. n - - DOUBLE DOOR j 0 LL
SIDELITE Deaf 09 NIA 2 1 3 2 1 3 3 2 NIA NIAWHEN USING I
TRANSOMS TO THE_ --- , SITTR 1 2 1 7 2 t 3 3 2 3 eR!t '=sao so�.ag
MULLION AS PER• -
THE INST1-MULLION
RUCTION _ __ _ J
� INSTRUCTIONS:
OF THE INDIVIDUAL 7RANSQfv1 _ `` 6' ! t HORIZONTAL 1 DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR .... .
Pi
RODUCT r __'{__, _- I MAX. t ) ., <c •% i
(MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH ;t`Yl�'��, •'
I APPLICATIONS HINGE LOCATION(RECOMMENDED 910 FLATHEAD SMS OR 3116'FLATHEAD ULTRACON FOR EACH HINGE ANCHOR).
r tt 9.112• ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR :Y
MAX. I r TWO(2)
DOOR OR ANCHORS EXAMPLE,ON AN'X!O"CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND SIDELITE MUST EACH BE
TABLE 7: -
(TYPE A-D)AT EAC
HORIZONTAL MULLION EL H DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY.
ITE �� MULLION END. !'
_
DESIGN PRESSURE - - NOTES: �,I .• `.1V 5 •i.,11. I
t)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED,
+1-70.0 PSF '-� -' ^`~ 2)MULLIONS SHOWN ARE STANDARD 1'FRENCH DOOR MULLIONS. �%��`;•..:<..�.,OS.,.• ��>.: I
3)MULLED CONFIGURATIONS NOT SHOWN MAYBE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. ;��ti •`; ��:' t
I 40'MAX.MULLION LENGTH THE LOWEST COMPONENT OP IS TO BE THE OVERALL ASSEMBLY OR
IN HORIZONTAL APPLICATIONS 4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 40-IN HORIZONTAL APPLICATIONS. •,I I t:`t 1
5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDEL(TERRANSOM OR MULLED ASSEMBLY. A.LYNN MILLER,P.E. j
6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.#58705 Il
1
Shod Side(in) y
m
m
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a N A N A N A N A N A N
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Anchor m z- _•-I Dm m
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a N a N A N A N A N A N O m
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aN AN AN AN AN
Groups B-D 1
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W N W N W N UN UN A NG A ID �1 I LO
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Anchor r, QW i- I I {....._.....
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G O m
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Anchor
V N V N W N W N U N U N
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p W ! ----------'-- --' O�w
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V N v N V N W N W N U N GNUA O Imo_._ p m'D g Im*I 1 a
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nchor
WN VN VN W N WNUNGroupA
U N U N U N U N U N U lJ AfIChOf -
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W N W N V N V N W N Vt N
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Anchor v_8 m m D w W
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ps B-D IJ
;•_ i,: 1070 TECHNOLOGY DRIVE a" z Rer
N.VENICE,FL 34275
P.O.BOX 1529
NOKOMIS,FL 34274
ail;;'
CERT.OF AUTH.029296 (941)-480-1600
'` =VINYL FRENCH DOOR AND SLT/TR Ij
o 517!13
in
SLT/TR ANCHOR QUANTITIES 'J ROSOWSKI
FD-555 NTS 5 OF 11 FPA-555.1 n
EMBEDMENT --;� � 1/4' INSTALLATION
...............
-- i SHIM 23 OPTION 1
''
EDGE INSTALLATION ANCHORS
'�� Inti 18: INT02XWOOD.
DISTANCEit
\.7
_�...' illllllY I ' �•— �BB� '-2i U ��--167
TVP.ANCHOR TYPE, 33
EMBEDMENT AND 'j
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLEI.SHEET1. f r,11 '� ----"—'--- - y---- --- ---_- '
1 ANCHOR PER HINGE �I ' ' _- •C33` -) �� f
TO BE THROUGHij
/
SUBSTRATE.MIN#10
FLATHEAD SMSEE
,SS ! y_-• �
TABLE 1,SHEET 1. � 72 -�LS.J EXT[EnR71OR ��(14 15
L 11
I ` 70) 128 \-(1D9-�C
191 c
2X WOOD BUCKSTRIP EXTERIOR t
OR FRAMING,SEE DEfAU0A r y \ W y i
NOTE 2,THIS SHEET v DETAILCe; > •a�
ALSO SEE BELOW Ix O I
r
C7 N7:71O
f0
cal a
0,-
z
Of O �g d j
EMBEDMENT -- �I z LL• U• LL_
INSTALLATION =LL
{'— "^ - 23 INSTALLATION _� IMS OPTION 2 W Z x0 2
} SHIM OPTION 2.. • SHIM / INSTALLATION ANCHORS F-W m O t ;Yttu'
16 INSTALLATION ANCHORS DISTANCE _EDGEDIRECTLY INTO MASONRY. �> O J
EDGE •° Tr; O .-
DISTANCE DIRECTLY INTO MASONRY. �� ! Z D_Z a coLL
.1--..=-_,•cii33:i131I3' � •°�• a � ,1` _ 45 a tD
I' /31 TYP.ANCHOR ,•f _f
`• '° 29� / TYPE,EMBEDMENT
TYP,ANCHOR TYPE, I \ $ O
EMBEDMENT ANDAND EDGE O0
EDGE DISTANCE PER DISTANCE PER `• �- H
SUBSTRATE,SEE 'r ^--``� \ �\ ' 2
TABLE 1,SHEET 1. i SUBSTRATE,SEE ( I = OZ Z
.L"'i•.1''7°:1 —�- 1 ---' TABLE 1.SHEET 1. I 4-/" WLL
o'S
1 ANCHOR PER HINGE
TO BE THROUGH '• '-"" ..... '
SUBSTRATE.MIN. — G'%•.�\ is` ...��-- v Z N 0 $
3116'FLATHEAD i /'� _ j z
UITRACON,SEE �l"\26J �;,i —1 14 X 15 CONCRETEICMU 4 EXTERIOR ol;;� osa�cal.wg
EXTERIOR
TABLE 1,SHEET 1. �-`' PER ANCHOR
�j REQUIREMENT 36
DETAIL`A�
ALSO SEE ABOVE DETAIL(C) z' ,\',
INSTALLATION NOTES: _ I
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS,ANY INSTALLATION OPTION SHOWN MAY BE USED ON �!- 1
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. -' =`'•'"-r" �`�
2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-112'.1XWOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO - '•.;•;,n;�y j.'�.' {r
MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE 1.112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION.
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE 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.#58103
I
f
TYP.ANCHOR TYPE, INSTALLATION j
EMBEDMENT AND EDGE 114'
l DISTANCE PER SUBSTRATE, OPTION 4 MAX
SEE TABLE 1.SHEET 1. INSTALLATION ANCHORS SHIM ( I
DIRECTLY INTO METAL. �!
EDGE
1 ANCHOR PER HINGE TO BE DISTANCE
THROUGH SUBSTRATE.MIN.
#10 FLATHEAD SMS WITH -� --�
�'� I '_111 a •*`:1«-. _._
li ,•-1 J I MIN.3 SUBSTRATE.
DOOR TYP.ANCHOR
METAL SUBSTRATE. � - VISIBLE LIGHT `
WIDTH(OLD) 7 D EDGE EMBEDMENT
/ �� ,� /.,, /•"{71�=-�` �.. 'r ' "'DISTANCE PER
SUBSTRATE.SEE
` _ _, 1• - , _— - _ - / TABLE 1.SHEEP 1.
F 4Q
i
EXTERIOR 5 // L 2 i
(N (R8
(
...:(_� ` EXTERIOR ��
`J 1"FRENCH DOOR MULLION --- \ nn47 - �.
,'1 70� V �)-' 2B
DETAIL,D 1B ' 0, 1 APPROVED MULLION(SEE c
V i SEPERATE APPROVAL), I
' ALUMINUM.STEEL FRAMING W M
DETAIL� OR STEEL STUD.SEE ]
SUBSTRATE PROPERTIES, K I
INSTALLATION OPTION 3 DOOR FRAME W DTH ..( TABLE B,THIS SHEET Y v am0 U)
INSTALLATION ANCHORS THROUGH U cm N vin)
1X BUCKSTRIP INTO MASONRY. OJ m0 Q
0-j rn� o Il
EMBEDMENT —• _ TYP.ANCHOR TYPE, Z LL U)u- co °"'p LL
114" EMBEDMENTAND -� V W X t>J O'
MAX. EDGE DISTANCE PER —1 ;r-(\18 j W U 02 co ar,
SHIM 23 SUBSTRATE.SEE RD)�-�v f-W m 0
EDGE - TABLE 1.SHEET 1. - r n> O YO In J
DISTANCE Z
v Z 0
° k 1
TYP.ANCHOR 1 0
O ;Haus
TYPE. �`J 29 .� J^� 29�.` i S r 0
EMBEDMENT �° {; + i 3 33) �,� �,,,'/ m 0 a
AND EDGE ) �_.,_- � ._ .._..___�.._--- - = Z F-
OISTANCE �� \` i ..-'----- U 0 oZ
PER ,7 ¢ ZSUBSTRATE. t'717� OULSEE TABLE I, ' 1 SHEET 1. .< �. . f) �` j --- -- �� ' — - ---- - - - -- - w 'o35; ..
i
LL
CONCRETE/CMU EXTERIOR Z co
L`--•'% J EXTERIOR
PER ANCHOR _ I
REQUIREMENT •1X WOOD
BUCKSTRIP, DETAILL F
18
SEE NOTE 2, .... SIOELITE/TRANSOM FRAME WIDTH �T - U
THIS SHEET. DETAIL,G� ��`� .5`.• {
INSTALLATION NOTES: -
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE USED ON •h b
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. `��• "�• :.. �' E
2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1X-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-V2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO
MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE 1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION. L`I/`•
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. I +1 I•''' ` j
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR.SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.N 58705
t
t
i
INSTALLATION OPTION 3 INSTALLATION OPTION 3
INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH
/ 1X BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO MASONRY. EDGE
l.. _
�^ DISTANCE DISTANCE
2X WOOD
CONCRETE • s . . n BUCKSTRIP
--+36 �1$ PER ANCHOR .. OR FRAMING.)
F+• EMBEDMENT SEE NOTE 2,'i'"' - - ___
` - _ _ EMBEDMENT
REQUIREMENT „ •„ °
THIS SHEET �_ ......_~ EMBE�ME
1X WOOD I � 1X WOOD BUCKSTRIP,SEE - #
BUCKSTRIP,SEE - --� NOTE 2,THIS SHEET. i
NOTE 2,THIS SHEET. -- �- '-' _ SHIM I
1 1 _. ... 1/4'MAX SHIM _ t
1/q•MAX
Ir j H r
10
TYP.ANCHOR � � ) ' TYP.ANCHOR a
TYPE,EMBEDMENT `ri I` i TYPE.EMBEDMENT i
AND EDGE AND EDGE a` i
29 DISTANCE PER EI i DISTANCE PER n
TYP.ANCHOR SUBSTRATE,SEE ! i SUBSTRATE,SEE '
I '•V TYPE,EMBEDMENT I TABLE 1,SHEET 1. ' 35� TABLE 1,SHEET 1, c
AND EDGE I Y
i DISTANCE PER ) W
SUBSTRATE,SEE
TABLE 1,SHEET 1. ( �-� II I �J w an O
I
I j 7 DETAIL � � > � n a+�G p
V' ,Nd, N d' In
EXTERIOR i 33 DETAIL�K� J (n oLL ClJ LL CD
R a
to v5
SIDELITE/ W U X- cr
o
L... I !+__-I yy �t-�P 1 _-1 TRANSOM o LU m O
I� ` - '- DOOR (��:�/ ' WINDOW FRAME n> Q Y J
+ / VISIBLE LIGHT VISIBLE LIGHT HEIGHT Z p_Z W /n
DETAIL_ H) HEIGHT(DLO) HEIGHT(DLO) V Z LL
O
I� a OD
DOOR c -41
' ) FRAME '_ O waug
33 O
HEIGHT i p M N [
EXTERIOR /-""' t s V Z 2 I
INSTALLATION NOTES: V- F �,}yj' 4 O
II!! CL i LLO Q o,n-g i
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR I I DETAIL I DETAIL`L) �: � w
`t a
TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON O O
�f"' I INSTALLATION TYP,ANCHOR U) LL
0 +,
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. + I TYPE,EMBEDMENT
I OPTION ANDEDGE
2)WOOD BUCKS DEPICTED ON THIS SHEET AS-1X',ARE i ( I INSTALLATION DISTANCE PER '
BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-12 I
'.1X INSTALLATION i I ! \"',.„ '•!,
- i I ANCHORSI RECTLY �! ^-(29> � SUBSTRATE,SEE �1 i L•: `�i {
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION n22 s -t2 I TYP,ANCHOR INTO MASONRY. / TABLE 1,SHEET 1. :-�'. '• •�1<��.
DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE INSTALLATION ANCHORS t I I ` ;• ���' i
4
I
i
4.922' 2.281' -...
-- 4.565" ---------���{{{ i .582" QQ
►-..____.._ 3.925' --___� } 1.457'{
I I 075'
500' 1 i .075' •
�
0 �7£3C�]115
1.000 i O SIDELITE ADAPTER
i -� III.�� L
#20003,Rigid PVC
O FRAME HEAD&JAMB I FRAME SILL 3 PANEL RAIL&STILE -
#20000,Cellular PVC O#20001,Rigid PVC O#20002,Cellular PVC
�•+ 3.679' -
-►{I - .182' t
{�- 1.503• ^ i- z.a68• ��7��-j j ..L.--- --- �,
1.097-
I
�. ,.500• .r_ 2.,46' .761' 'T .374' - {
i
.278^ W m Y f
? U) �a
.080' 3.564" 4.561' ;`�^, S1'
.10T
i 3.518" 0 � 0
.080• 3.518• .080' 3,518' .080' - .080' 3.918' N N a1rC w
J N J O 's a
1 Z LL .�-•LL 07 2 LL j
Li 1:Ld
LJ UL) X�2 6
1,075' LU co
OHINGE STILEU -"1 1 W m O c
5 --j .888" �•+ --�j 1.075" i-.-- 1.075• - --J 17575" - 1.000' -�- � O Y K J
REINFORCEMENT o O
#20013,6063-T6 TOP&BOTTOM RAIL PANEL STILE ACTIVE INACTIVE 1"FRENCH z a z U
O REINFORCEMENT OREINFORCEMENT O ASTRAGAL O ASTRAGAL 10 DOOR MULLION z 0 ;
19w #20014,6063-T6 #20015,6063-T6 #20016,6063-T6 #20017,6063 T6 #20022,6063-T6 � 0' t
j1.140• 1.140' }. 1.258' 0 ,coy;
-�-- I T I
1.459 h-...s.. 075' i j_ I-- .060' 1_.^.� o N
1.359' .062' - - 281'. I 81_ 0. -� 343• .375' ^ .773'L - -If-+- .062' j Z Z aZ
f.06 I .060• -j .070 J .840• ice' 1.625' Irf LL 0 >> }
9 it 0 Ln
INACTIVE BEVELED OGEE FRAME SCREW ADD-ON 1"MULLION ACTIVE U-
13 14 15 16 17 18 19 z o
ASTRAGAL COVER BEAD BEAD COVER FIN/FLANGE CAP ASTRAGAL'COVER
#20004,Rigid PVC #20005,Rigid PVC #20006,Rigid PVC #20007,Rigid PVC #20008,Rigid PVC 20009,Rigid PVC #20011,Rigid PVC j W �'
^r•t �cS t
. . 1'! ► I . �1 11.012'
2.285' 1.625'
I
.386 723• `,.
ti
_
. { .050"63 _t 7' 935" 930.
.050' r .062 .19, .063
_
.200'
;5
SINGLE SINGLE DOOR ANCHOR THRESHOLD HINGE TRIM rr c;,-
20 ASTRAGAL COVER 22 SILL CAP 23 PLATE 24 CAP 25 DRIP CAP 26 COVER c, ,.:. .^"^„•';.;.' I
#20012,Rigid PVC #19009,Rigid PVC #19031,6063 T6 #20020,6063-T6 #20021,6063-T6 #20023,Rigid PVC '•`'';;• V,;; c';`�'' }
A.LYNN MILLER,RE
REN 58705
I
TABLE 10:
# PGT Part# Description Material DOOR HEAD /-23
1 20000 Door 8 ideliterfransom Main Frame Cellular PVC DOOR PANEL HEAD
2 20001 Door Frame Sill Rigid PVC
3 217002 Panel Stile&Reil Cellular PVC (3 --�
4 20003 Sidelite Adapter Rigid PVC (�ti, /
5 20013 Hinge Stile Reinforcement Alum.,6063.16 � �-•'� // '
6 . 20014 Panel Rail Reinforcement Allan.,6083-16 ``:-)-1
7 1 20015 I Panal Stile Reinforcement Alum.,6063-16 ,i 1 (28
8 201716 Alive Astragal Rigid PVC ^ —n f
9 20017 Inactive Astragal Rigid PVC 34 4/1—,\
10 20022 1"French Door Mullion Alum.,6063.16
13 20004 Inactive Astragal Cover Rigid PVC / i
14 2DO05 1-V7e'Bevel Bead Rigid PVC l�
,5 20006 1-1116'Ogee Bead Rigid PVC '^
5" T
16 20007 Screw Cover Rigid PVC (•-J - � � �"�_ r/ _ i
17 20008 Add-on FiNFlange Rigid PVC DOOR / % �3� > E
181 20009 1"Mullion Cap Rigid PVC
191 2001, jActiw Astragal Comer Rigid PVC JAMB / >
201 20012 15ingle Door Astragal Cover Rigid PVC a
221 20018 1 Sill Screw Corer Rigid PVC i
231 19MI jAnchor Plate Alum.,6083-T6 ¢
24' 2002Drip C old Cover Alum.,6063.16 (67
3- F1\� _
25 f 2D0211 Drip Cap Rigid PVC W r1 co
co
26 20023 Hinge Tdm Cover Rigid PVC --26( 5
[DOOR PANEL� � r !
28 Fin Weatherstrip Arn O
29 167113 Frame Weatherstrip t7O r-, HINGE STILE [ /� }in ,a7, O to
31.714FPT410XW Frame-to-Wide Slab Screw.#14 X 1-112'Phil.FH Stainless Steel '� DOOR PANEL O a
32 7S101X Frame-to-Narrow Slab Screw..#10 X 1"Phil.FH Stainless Steel
O a
33 78XIFPT410 Reinforcement Screw#8 X 1"Phil.FH Stainless Steer / LOCK STILE ; p-t N o •rR d
34 710X2FPAX Frame Assembly Screw.#10 X2'Phil.FH Stainless—Steel '�.� ''o `�� z LL LL ."° LL
35'714FPT410M W-W Slab Assembly Screw.#14 Xt-112'PhiL FH Stainless Steel - U U Lo X o
36. 7S101X N-N Slab Assembly Screw.#10 X 1"Phil.FH Stainless Steel LU Z O M v W aN
37 71420X2.25 N-W Slab Assembly Screw.914 X2-114"Phil.FH Stainless Steel 33 L o> m YO, ^roe
39 DuraSeal Spacer / INSTALLATION \J 2 a z W g
40; 82689 SuPerSP
41 720026 Setting Block, Duro.=85+1-5) EPDM ANCHOR `� O O LL
42 Backboddi :Dow-935 or GE-7700 Silicone -'71; z m O
�} aArgori
°
assHLs,aD Hot RButyl INTERIOR ~ ®as o a I..vs
47-73 see Hardware BOM,Table 9,Sheet 12 /`•� i O -moi [A
90 20033 Inactive Astragal Cap Acetal ~�?.' 37 -� _ = Q 2
91 20035 Active Astragal Cep Acetal i^•v `-J = z W ;
133�� a W
O
DOOR LL W ,DO_ ` z yr
JAMB / 29) z W
n
1 �31 O > OU OLL
DAYUTE OPEMNG(DLO)SIZES iZ % an!t asa;7 z» j
WHEN USING PART#3:(WIDE RAILS OR STILES) 24� /� !�_% \ '" '"• i
X DOOR FRAME HEIGHT-12.1=DLO HEIGHT % SIDELIEITRANSOM �' 1''' n '�t•l: `� ±
X DOOR FRAME WIDTH-12.3=DLO WIDTH •�".•�'•� ('>..:��:; k
(XXDOOR FRAME HEIGHT)-12.1=DLO HEIGHT / JAMB W/NARROW ��`;.' :.c;t;;".•;;•,:'<.,:�
(XX DOOR FRAME WIDTH 12j-11.5=DLO WIDTH
a;c5 i
SLT/TR FRAME HEIGHT-12.7=DLO HEIGHT FRAME� !
SLT/TR FRAME WIDTH-12.1=DLO WIDTH DOOR 6
WHEN USING PART#4:(NARROW RAILS OR STILES) '-� _ -• I
SLTITR FRAME HEIGHT-4.9=DLO HEIGHT ''� SILL ,/ '?
SLTITR FRAME WIDTH-4.9=OLD WIDTH
SIDELITEriRANSOM ^ r
SILL WIWIDE FRAME
(HEAD SIMILAR) A.LYNN MILLER,P.E.
I
}
t
HARDWARE DETAILS&LOCATIONS _
6053,55)
6(474-9 .. \ s2.s3� \ / s4• ! s6
7 l j
173 ` \ \ !! t
EQUALLY-
SPACED
'
EQUALLY-
h
SPACED
O
44"O.C.
EOUALLY- \ MAX
SPACED _ / U, N Ni+a7 �p
ZtL u�i ii coo „Mn o UL
8"O.C. MAX. \ ° % U U X S2 O
MAX on 2
"X"CONFIGURATION
on
"XX"CONFIGURATION �.�`� .-z a z
TABLE 12: a
# PGT Part# Description Material
47 666032701 P3000 3P7 Rhino Lock(68") HINGE DETAIL: ® p
48 "Fs
666032702 P3000 3-PT Rhino Lock(ower 6'8"j
m CO
49 71032X1 FPFX Rhino Lock Screw:10.32 X 1"Phil.FH Z CO w ZCO er°s
52 20027 Adjustable Strika Plate Assembly Stainless Steel u. W 4. i
53 20028 Center Strike Plate Assambiy Stainless Steel ® O W z us t
54 7S101X Strike Plate Screw,OQ:#10 X 1"Phil.FH 410 S.S. a -J 0 10 1
55 78X12PFHUX Strika Plate Screw,()OQ:#8 X 112"Phil.FH 410 S.S. v r A
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60 7561202 Flush Bolt()OQ @ } ui u" j
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61 7803725 Flush Boit Rod()Xj °at 3sa0:au s 1
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62 4239 Flush Bolt Guides(XX) � fl ,;.`,i^.`'L,
63 7832X12FPXP Flush Bott Screw.8-32 X 1!2"Phil,FH
64 48033N Guide Pin
65 78036 Flush Bott Strike Plate{X1Q Stainless Steel ® OO No.
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66 7832X12FPXP Flush Bock Strike Plate Screw,00q:#8 X 3141 Phii.FH 410 S.S. _
67 varies Handle/Lever
68 varies Dummy Handle/Lever
701 20025 JBuft Hinge Stainless Stael `� ,,'r;ir'•,, - ,;;c;�
717i032XiFPFX Hinga,Slab Screw.#10-3 X 1"Phil FH Stainless Steel �✓`, ;>}.;....,;. i
72 7S101X Hinge,Frame Screw#10 X 1"Phll.FH Stainless Steel ;t,,,lliS Fs
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