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AL-FAROOQ CORPORATION
CONSULTING ENGINEERS,,&. PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER#61G20-3 • METHOD 1 OPTION D
FL 29677
Date: 5/29/2019
Detailed Product Description:
Manufacturer: EGS INTERNATIONAL, LLC
Manufacturer Address:3133 SW 25TH STREET. PEMBROKE PARK, FL 33009
Model Name:ATLANTIC SERIES SM 130 ALUMINUM SLIDING GLASS DOOR
Maximum Panel Width:60"
Maximum Height:120"
Maximum Load:+130 PSF,-160 PSF(Small Missile Impact)
Installation Drawings#19-46F j
I
This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements.
T e above maximum parameters do not occur simu taneous y.
See installation drawings for combination of span vs loads.
Comparative analysis used X 'Yes _No
Mandatory Tests(Tested in accordance with AAMA 501/101/I.S.2/NAFS/TAS 202)
4
ASTM E283 Air Fenestration Testing 05/18/04 FTL-4183 Edmundo Largoeaspada,PE
Infiltration Laboratory,Inc. 05/01/98 FTL-1622 Late Gilbert Diamond,PE
ASTM E331 Water Fenestration Testing 05/18/04 FTL-4183 Edmundo Largoeaspada;PE
or ASTM 547& Penetration Laboratory, Inc. 05/01/98 FTL-1622 Late Gilbert Diamond,.PE
TAS 202
ASTM E330& Uniform Fenestration Testing 10/10/08 FTL-5728 Carlos Rionda,PE l�
TAS 202 Static Air Laboratory, Inc. 05/18/04 FTL-4183 Edmundo Largoeaspada,PE
Pressure 05/01/98 FTL-1622 Late Gilbert Diamond,PE
ASTM F842 Forced Entry Fenestration Testing 05/18/04 FTL-4183 Edmundo Largoeaspada,PE
or AAMA 1303.5 Laboratory, Inc. 05/01/98 FTL-1622 Late Gilbert Diamond,IPE
Supplemental Tests(Tested in accordance with TAS-201 and TAS-203)
FBC 1626.3 Small Missile Fenestration Testing 10/10/08 FTL-5728 Carlos Rionda,P€
(TAS 201&203) Impact&Cyclic Laboratory,Inc. 05/18/04 FTL-4183 Edmundo Largoeaspada,PE
05/15/00 FTL-2652 Aldo P.Gonzalez,PE
05/01/98 FTL-1622 I Late Gilbert Diamond,PE
Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above
product conforms to the requirements of the 2017 Florida Building Code.
Evaluation Report Engineer: �� q
' No 70592 !�
Javad Ahmad PE#70592
AI-Farooq Corporation EB#3538 j Sealed 6/12/19 o ft,ar?- �?,�
9360 Sunset Drive STE 220 li Miami,FL 33173 IT:305 11904 F0X262.6978 I www.atceng.com I alfarooa@afcene.com
I '
216'(SEE CHART FOR WIDER DOORS WITH SHORTER DOOR HT.) (L, �
- D66R"Fit'aGE
3 3/4'MAX 2313X. HEAD ANCHORS 4 OR 6
HFi1UTILL L 3*.MAX,, AT INTERLOCK/ASTRAML ENDS
SEE SHEET 3 FOR CMACRY
..HEAD/SILL I�' .F" TYP. T"Sti'TICE..
CORNERS ' . \ ; ENDS
J
,
' � i •. Ire... _ � _
APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED
B1 AHJ. REINFORCI
OPTIONAL
ING m
I; 8@
ALL DOOR INSTALLATIONS MUST BE IN ACCORDANCE WITH C3 I ..3.SEE CHARTS ON
EGS INSTALLATION INSTRUCTIONS. s i.:' SHEET 2
ALL SEALANTS TO BE TREMCO SPECTREM 2.
r
DAYLITE OPENINGS: T _
D.L.O. HEIGHT - PANEL HEIGHT - 8.875"
D.L.O. WIDTH = PANE ! Q �o: iii
PANEL HEIGHT m DOOR HEIGHT - 2" + X X E O N
THESE DOORS ARE RATED FOR SMALL MISSILE IMPACT. I - B, ( ' I' I O in f
F.B,C:APPROVED IMPACT RESISTANT SHUTTERS f m- k �„ !
REQUIRED FOR INSTALLATIONS UP TO 30 FT OF GRADE. __.____,L.x„V.:,:-. --- _ - ,,-•� ., •t - .� -:.:- _
•SHUTTERS NOT REgO. FOR INSTALLATIONS ABDVE 30 FT. Of GRADE.] 1:
j IS 3/4 48 3/E. 31 J-` Y m
L:30.ALUM SLID
@ 3 .r ".. -
SFE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS/KEINE. PANEL W DTHS5" SILL ANCHORS 4 OR e
'^P NECWei - -AT
USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN - -'- A SEE SHEET 3 FOR CAPACITY S
RATING MORE THAN DESIGN LOADS REQUIRED.
-`LOWER-DESIGN PRESSURES-FROM GLASS-OR-ANCHOR CHARTS - -- -- -- -- - - - ,:: - - --_---- -- --- - - - - - - --
•:�;,,.,�SEE CHART FOR WIDER PANELS
WILL APPLY TO ENTIRE SYSTEM. WITH SHORTER HEIGHT
-
--.. ,_.........._:::,..•..m..... M.PJ(AIa Li YATL4d
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE A••cONLRAcrort TO BE RESPONSIBLE FOR THE SELEOVON,PURCHASE AND
TESTESTA
D UNIT INLU770N OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
REQUIREMENTS OF THE 2017 (8TH EDITION) FLORIDA BUILDING CODE PROVIDLT/HE/SHE Does NOT DEvwre FROM THE r;oHDmOHs OEDVLED
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). _ ON THIS COCUMENT. F
1BY OR 20Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 0-THIS PRODUCT EVALUATXIN 00NMFN7 WIII.BE CONSIDERED UNALIO IF }
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ALTERED BY ANY NT/NS. •
TO THE BUILDING STRUCTURE, 'c-STIE SPECIFT PRWECTB-STiALL BE PREPARED BY A M.ORIDA REGISTERED I.:
FHCINEER OR ARCIOTECT voucH WIU.BECOME THE ENGINEER OF RECORD(E.O.R.) •.••;! •.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS FOR THE PROJECT AND WHO WALL BE RESPONSIBLE FOR THE PROPERR.
USE OF THE P.ED.ENGINEER OF RECORD,ACTING AS A DELEGATED in
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ) ENON+EER TO THE P.E.D.ENGINEER W. U.SU9UR TO DOS LATTER IEE SRE, cl "
MATERIAL SHALL BE BEYOND WALL.DRESSING OR STUCCO. FRAME WIDTH iRAME WIDTH SPECIFIC DRAWNUS FOR REVIEW. OI { ,
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. !^,•'•^---•--•-^:•-------•-=-aw .. .FRAME WIDTH -..q 0-71115 F.EO.S-.ALL BEAR THE DATE AND OR00NL GFA AND SIF,NAIURE or m� ,
I.._,_.._.__..�--y I I .—I,^•-�y-_-~••,- I THE PROFESSNINN.ENGINEER OF RECORD THAT PREPARED R. 4 '
ALL SHIMS TO BE HIGH IMPACT, NON-MF,TALUC AND NON-COMPRESSIBLE. __ I , I -__--- _-_".-.--.--- .---_•-
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT w ' "'"""�� �(il�lll •/%%�. �ryJ''�'``i "-1
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Q 'Z A ��♦♦Jp.CL �� l +
-REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE do ADOPTED STANDARDS. OF t l' ♦ ♦♦ ��i �q lT
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION = tJh �`Z7 iJ
FOR A ITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY a" °' P DPP. O P.
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC. fT'F '-'x ' b 'P 'Y,3' s
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, I^ �` •�:� -•
AND TO BE REVIEWED BY BUILDING OFFICIAL ...0. �X _ .O _A_J .O_ O. _ X •Vl.~ ,,,G,,,;,,,„,,,,;,
E OF drowing no.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE. LOCATION OX(SHOWN) OXO (SHOWN) OXXO(SI TOWN) ` ORLDP` 'rte�f g--46F I
LABEU GIN RDO COM II WITH WITH SECTION CTION 1709•970({'.9,2 LORIDA BUILDING CODE. XO tiCj��s�/L� ������
APPROVED CONFIGURATIONS FL #29677 ��i���� N (Ohaol�.•1_.,o 8
—--- _ - ------- -
-Sealed6110119-
DES3CN LOAD CAPACITY 1jSF (GLASS DESIGN LOAD CAPACITY- PSF(GLASS} I(y
1
t 'ITE TT$M Q39 .. -•,•,•• ._ 1VI7'R[T8N X32 w -
_ W/0 aINO'D ' REINF'D N/0 REINF'D REINF'D
P •^'�'•N''
PNEL ®rX,rtru Rticlli�:� G&S..: ))•IT8)2LOLIGS. :P •l
1NTE
fE/AlE HDoli[ ,.1NT$[i1,001C9 $LACES
+.
NOMOIs u1cNf6 E7(T l+)Nq
It( ). w(+) ",INT.(Z), wal !rtwas Exr:(+) IHt(=>, Ekr(+11"..INr(.
24 '� .�8Q.0 1 P%Q.- 130 P'. i3,0.91.` 24 - 130.(3 130,0. G
30 80.0 1 160.0 7WTO 130 0 30 -w -�13P b 13D:d"'• - w a'
4�; N
38 (W,D I000 1300 1300 JB
39-1/4 80.0 1600 1-300 1300 39-1/4 1300 IJ00 "� I
42 84 /4.8 149 5 1JO d 1 JOyO t 42 114 130 0 130 0 : !
48 80•- 1300 1300 1309� 4e _ _ t30Q 1300- NOTE: yI
+" GLASS CAPACITIES ON THIS SHEET ARE
So 76.e lzas 5300 1300 So 1300 1300 1BASED ON ASTM E1300-09 (3 SEC. GUSTS)
54130 0',.1_00 54 - 121 8 ..127.0. ' AND FLORIDA BUILDING COMMISSION
56' 08.8 111.}_ 12514 125 4 58._..... -. - - 122.7, 122.7 I DECLARATORY STATEMENT OCA05-DEC-219 A
t _._
eo X40 1b4 iifo'`fi o - tblid' fJodH
24. ... 1,14 ...13P.0 I 30
JO 80.0 1.160.0 -1300 i 130.0 i. 38 - - 130.0: 13d.0
36 Oddr HO 39-1/4 - 1300- 1YOQ Y
:1
i 120
39-1/:.4 �� .160x0 1JOQ 1300. 42 IJ00' 1300 n i
41 90 748 1495 1306 130 , . 48 1300 1J00'c a3 I
48 1 . 80: 0.:..1QQ 13QD 50 ....::--tAD.Q,
80 i 788 1240 1300` 1300 54 - 121.3 121.3
54
".. Se '. 88,0" 111 4•.: tl6a:..1254.; � S�
80 ,1170= 1170 :
-1/4'HEAT STREN'D GLASS (EXT.)
24' 80.0_ 1000 � 730.0_ 139Q ;' �IIO i<
30 � 80.0 100_0_: 130.0 1300 "�' 080°Interlayer
36 -80..0 180.0. 130-0 130'•"0 Saflex HP neor or Color Glass
I j
-•.. PANEL HEIGHT DOOR HEIGHT- 2" �.
.39-1/4 ,800 .1800 1300 1300 `By'EoetnwChemical Co.' cel a-
42 B0.0 1300-• 1J00. 1300 �. i
48 90 X 80,0 1300 1300 1300 1 x-1/4'TEMP. GLASS(INT.)
N
0
So ...76; 1, L.1411.0"
34' 71ri1 .115 8 13(10 1340 r t '-ct.
58 f
128.4 125 4 (INTERPOLATION BETWEEN WIDTHS ALLOWED) m
117.0 117.0; SHOWN CAPACITIES ARE FOR •"�
n
4.939`SILL HEIGHTS
:.I
JO 13Q0," 1300 130,0: .,.1 0:, - LIMIT EXtERIOR(+) LOADS AS FOLLOWS
38 80.0 ''`1'30.0" :1300 Ida, 3.750°SILL HT. +80.0 PSf
_.... .. 3.188'SILL HT, m +53.3 PSF
.0
39-1/4 1,d.Q:O• , ,,,,,..•-,.,...„_,...,:.;.._:•:•_-�...r, .. .
42 8D.Q i JO 0 1 130.0:. 130.0
48 I 102
(.
` 507@�8... t 4:8.:I 1JOA..;•,1JO.0_S .;.
54 - 130.0
Be ... . .:12!)4 iZts.4.
j
ti 4
24�" �� d0.0 X130:0 � 1.70:0� w
;��% x0. .
Je �µ80.0-..-130.0 1J0,0 130.0 11{l•fi7Tiij��,' '�"5 h�'�..A
e39-1/4 ! -_eo.o�.._i'RT^130.0�...1bo••b. �4614
42 108 _�eo,0..,i3 A 1.30.0._13()Q.~
, • y�''•• "1Q ' '.71:''
48 80.0 130.0 *130.0 130.0 ;' g "�
SO - - Y..1 :0.. 130.0 N0.7 .. j
54 _.... X1300 130.0
58 I : 128M1 -t2aD�4' �:, �m:irii¢wa,a;..
1.17,0 117.,0 � „•.• OF drawing no.
` 1
FL # 9677 'St(.(a.rin11,1.1`�� cf•'•.
sne0
- -- -- - - -
--- �----- -- -- - - - - _Seated 6A0/19 - - ---
.ANCHOR LOAD CAPACITY PSP„ •`i1t4CFj6A LOAD CXPaCITY- psp TX.PLGA.L AJ.gQ QWS; SEE ELEV. FOR SPACING
ANCHOR 1YPE5 A ANF80R9 A ANCHORS 4 ANC90A6 44NC.4 ANC9QR9, A'•ANC90R8 ANCHOR T1PFS R089 ..- _ AC HEAD
TYPE 'A'- 1/:}" 016�:fdj- QN QX 'EI-CO' (Fua177 KSI, Fy-155 KSI) 1
AT Y ••I^SM. A7 AT YTO. A9 I(TO. ' M. AT M11 ,; AT,IM. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
PANE.WIDIH DOOR :. .81A19 �+.. PANEL 1110TH DOOR STP:B 1D199..sTOJ1 ANR3�_g>•1Td YND9 L
HONT¢AI. 11" EXT.(+) ENT.(+) EM (+) NOAMN. , HBCI(I' E%T (+) :E%T (+) pa (+) I 1-1/2" MIN. PENETRATION INTO WOOD
N01K.4 . HRDINCHES It
THRU 1 BY BUCKS INTO CONCRETE
24 24 I p Nw
1300 t3oq 1 1300 $.
1-1/4' MIN EMBED INTO CONCRETE p
30 180q 1600 � 1800 30 1300 1300 130.0
. '
36 y- 1800 1600 1 1@00 36 1257 1257 I. 13N,- I TYPE 'B'- '1,/4' DIA..LIj"7 ON BY FIAO' (Fud177 KSI,Fy-155 HSI)
39-1/4 1sS0 16p0�� lgOA '39-1/4 1172 11T2�� yDwq DIRECTLY INTO CONCRETE gr
42 (' e4 149.5 149.5 149 6 42 111.2 11i 2 130.0 1-3/4''MIN. EMBED
48 j.' 1]D O _ 1300 iJ00 48 114 106.5 1008 1300
.l I TYPE 'C'- 1/4"j�p $ 1 DRILLING INC�CREW$ (GRADE s CRS) Seo
60 t3,g t3o D 130 0 97 4 1d0 0 INTO F.B.C. APPROVED MULLIONS I to
54 130 1300 1300 54 9ZZ 824 � t 6^ OR '
58 12A.4 xEA- 1284_ 99 : 90 • 802 .1279
pR 117 117 I INTO METAL STRUCTURES (HEAD/JAMBS)
ti7Q:.. @0.... 882 @8 a.Z27 ,' (3) THREADS MIN. TO EXTEND BEYOND'METAL THICKNESS
"'2 - "786:6 16bo t00A 24" 130 b' '• 0 �; tap .. I ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.)
30 �100q� 2a 30 1300 1300 .1JQq„ STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) _
160.0 1600 160.0 38- 118.3 118.3 1300 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
39-1/4 _15'(.$ 15� (1000 39 1/4 120 /1b 2 1102 1J00 �- - - -'' - ''''' ' -`" ''--' - -�
42 60 F 1 Q,6 ,1.417 148. 42 1045.1- ..104.5 1,D - - - -Af SIU;
48 1J6.0 130:b- 130.0 48 : 94.3 94.3 13Db TYPE W- '1/O DIA UL7R!GON. f& (FU 177 HSL Fy-155 KSI)
50 '•: -1300 1202. 1300 50 91A •••-;914. ..1.3.00 DIREC'(1.Y INTO CONCRETE
J
_..
54 •. 127.7 127.7 130.0 . ' 54 86.5 85.5 121,3 I 1-3/41.MIN EMBED
L- Za
56 123.1 1 126 4
CO.. 1170: 1170., 1170.... - - - - -AT JAMBS- ..._. ..-- -- ---- a' Q$r•1
24 1800 1600 1800- TYPE 'A'--1/4 OLA.ULTRACON.BX_'ELCO' (Fu-177 KSI,Fy-155 KSI) '� FQ�'3
30
160.0 100 o I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I
tso q 'Z N
36 1547 1547 1800 1 1/2 MIN PENETRATION INTO WOOD
39-1/4. 144:$ (a4 U. 160 0 ANCHOR TYPES A, B. C APPLICABLE AT HEAD Y
42 tbo;o 13Q 0' 130 0. ANCHOR TYPE B APPLICABLE AT SILL THRU 18Y BUCKS INTO CONC. OR BLOCKS rn o
96 - 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS n
48 125.7 125.7 130.0
50' 122.3_. 122.3,..; .130.0 TYPE 'B'- " : 'ELCO' (Fuo177 KSI, FY-155 KSI) UJ M d
_:.v... :... .. - .4
54 .I1R.ff 119 S 13Q qq DIRECTLY INTO CONC. OR FILLED BLOCKS ' ._...Y
56 114.1 1141 -( 1254 I 1 3%d' MIN. EMBED INTO CONCRETE
-- - -_80 ._ - 10971007it70 -" - -
- I 1 i/4" MIN. EMBED INTO BLOCKS !
24 130 0 130 0 130 0 -
30 ; 'i.*o:"b' .'..336:6• tsdD.:. TYPE 'C'- X14 OR 5 1 `�f 1 11NT` CkV9 (GRADE 5 CRS) '
INTO F.B.C. APPROVED MULLIONS
38 t
39-1/4' 130.0 1300 1300 OR
i.-••--•• I INTO METAL STRUCTURES (HEAD/JAMBS)
42 ? 127.7 12j 7 150 0
102 -___ _.... __.�_, (3) THREADS MIN, TO EXPEND BEYOND METAL THICKNESS
48 - i 11.@.0.:...:.I.11,6.0. 130.0, .
so -if B` 112e 1300 I ALUMINUM: 1/B" THK. MIN. (6083-TS MIN.)
„ STEEL: 1/8"THK. MIN. (Fy - 36 KSI MIN.)
54 1 707 2 107 2 130 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) x _
.__ ......t c 6
56 104.8 104.8 1. 125.4 �._.__.. ..._._ _. ____ -.._ ____. ....._. .._._ _.._ _.__. __ .__... ...._...�
vi
60 `iob 1005 1170
24 13Q 0. 130 0 130 QF 7
INTO CONCRETE 2-1/2'MIN. (1{YTi"i' •-ti . � - �, .
30 130.0- 1300 7300_ INTO WOOD STRUCTURE - 1"MIN. �1� �AI)7 }`(`
INTO METAL STRUCTURE J 4 MIN. ;{�� �1� W r" fi
36 1�J0.0 130.0 _130.0 / ,`� �i"' . /r Y .I
p'
'39-1/4 ,�125.2 1.2@Y2 1Jo.0 WOOD AT HEAD, SILL OR JAMBS SO- 0.55 MIN. /� 1 '"'•:� 'j, i �j
CONCRETE AT HEAD,SILL OR JAMBS Pc . 3000 PSI MIN. L C tt
42 118.9 1189-� 1300
108 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. )7
48 167.7 107.7_r 130.0_ {
SO jI1 104.7 104.7~ 130.0 Ic•' "16-II, ;;
54 I 00:3• ?✓9:y' -_13b:0• i� /ti j n s mm•.+'+:",
96.9 9i-9 _I20.,} `�`r X10 SII I� draw-
eta y 42.e. i 17.0 `!r S4 • 19-46FF
pi4AL $
FL #29677l�C 1 1 1y1 slie,'e'to'
- --' --_--- - --"_-_-- --- ----SealeA 6/10118 ------- ------ -
TYPICAL HEAD ANCHORS IN PAIRS TYPICAL HIM ANCHORS IN PAIRS TYPICAL HEAD ANCHORS IN PAIRS
SEE ELEV. FOR SPACING .- SEE ELEV.FOR'SPACING SEE ELEV.FOR SPACING _
✓ AND SHEET 3 FOR QUNJTNY .�.� -AND SHEET 3 FOR QUANTITY AND SHEET 3 FOR QUAMt1Y .MRa- 1�
AT INTERLOCK/ASTRAGAL ENDS ,��• \AT INTERLOCK/ASTRACAI,ENDS AT INTERLOCK/ASTRAGAL ENDS 7 �`. STRUCTURE ANN ...�
/i xr3K 1aoBiK ,. $ q
aD 1' v d i 1 e I.l °W S:.TRuCTURF, \,jI P ��
Y t
ATCL OF E..LlIST ° .4....( ... e'+CONCRETE ,,.. •c,,, ( �!- 1/B ! .
ANCHORS ONLY 'xe.....d , M.�. ... - J KSI QC.E I 1 __4.0 C ED �*, fi -THK
" N
I
I Z +y1T CLUSTERS OF Q
C> 1. `! ANCHORS ONLY ...: 1 TYPICIiL A�4D'ANCHORS IN PN ...
I O = SEE ELEV...FOR SPACING
AND SHEEP 3 FOR QUANTITY _r.
' .. I tI NTERLOCK/ ENDS
az ' 1
qOABY wo0 SUCK, 1
�f � THIN.
I ^.' ' '' ' •1:✓ EDGE GIST. ' 4p Q,C, a a MIAMI-OAOE APPROVED
6 i -..,....._.t...,_, . � ","a,;�,�"",-,.+."_ INCWP
R� MULLION k.MULAL!ON ANCHORS i
a
I Ik j7 SEE SEPARATE PROAVL
I j I Ii .. �`_..F,.•.,,„:a .r•.x DGE ..._:- 4"O.C. _„.
711
/ _
14 h li � qYq[ i
-
TYPICAL SE'EHEADANCHORS IN PAIRS
RPAC NG uj ^
...�__._I•_.:._ !;. - ..-.rl. 1 _ AND SHEFT 3 FOR OVAMiN KA M M s ”
AT IMERLOCK/ASTRACAL ENDS (7 r
1( 1 I 1 II II
�II W2.= ! :.lu 1 SEALANT:
g ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
- NUM COLORS SILICONE.
W2 W_ m"-SEE NOTE ON MAYOR INTERLOCK STILE TOP AND BOTTOM ENDS FILLED
' I II SHEET 2 FOR SILL u DNs WITH EXPANDING URETHANE FOAM.
yy�
I. I MRAII 3
1:
4.D39 ALL INSTALLATION ANCHOR HEADS TO BE SEALED :
1 20'` i .# 77650 #i do EXPOSED ANCHORS TO BE CAPPED WITH ALUM.
i l �T p1 Iii T i ~1 3.1GD f ! BUTTON COVERS. N u,
H ' 1
2D C
2.500 j WWtiUU_11YN&
Wt - 3 16"II X 3 4"W WEEP SLOTS
AT l�ii(ill7"jii) j '•`"�' I
L T' /
WZ Q 3/8" WEEP
OEACH �
LE6" FROM ENDS
CENTER
AND
S a -: POURED&HARDENED
7 IL 8
a P ra £f a 'REE•,,` HIGH STRENGM GROUT ,-_._....."--'----"__--=.:.__.._..._............_,_....:.._.._...._........,,,........_...-
W1 20. d Wt CONEI 0 5000 PSI MIN. �. - l' 1
EDGE olsc s'Ksa tNpN METALLIC) WOOD BUCKS NOT BY EGS INTL., MUST SUSTAIN
..........:....._._....._..........,._.............._..., 2.71 ) arm t f ra�
.• ®GAGING AGENT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER R oP drowin no. ;
�...._`",.' ..'. NOT By EGS IML. s �k
• �ICAL ANCHOflS IN PAIRS MUST TRANSFER SHEAR i THEM TO THE BUILDING STRUCTURE. O9/EEELEV.fORSPACING LOADS TO 51RUCNRE �___�_:. w....-:.:. ..,.._,..:._-___�,_:.:_.:.__. .i�y'tiS'••.•• F���� 19-46F
;.
A7 INTERRLOCK%A RSRL1cAL�ENDS FI. #'29677 <<!R j��+Lt�v`.�." (sheet`4::of�'8
Sealed 6I10/19
010 X 1"m SMS
r• 08 FDDOM ENDS PAS WIC �12% 1-1/A'FH SIRS
r.:,..._- ._..__H....-._.,,:..,_.__,__"._°-•---..__.-..._._...,_...,.,_^.,..•,:......- O,5"FROM ENDS �e..i�te-• i
LONG
1/4'MAX.
'L D.L..OPG.... T' TOP/DF PANEL
SFIRA_. 1 _•, .
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11 g
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1 SCREEH5 OPTIONAL I o
... .
^. \'SELF TAPPNO SCREWS
j110 X 3/A"TEKS •9'r D. OPG. t
!: (2)AT EACH END /j r"'—'�"-"—"-'' `O E"FROM ENDS
t AT 3'D.C.+'' USE REINFORCING AS PER- & 17-1/2.O.C. d Y-I
CHARTS ON SHEEP 2 ;,USE REINFORCING AS PER x`'
(1)AT MIDSPAN Z N� I
(TOTAL OF 5 SCOWS) PANEL WIDTH � OHARTS ON SHEET 2 � �N a.
+ EXTERIOR i 3 w
Y i`
fDOOR-FRAME WIDTH__.___....—...,.__^_..•-._-.._.:..._._......-.:..__..,:...__......_.........................,......,_.,_........_..___ .-_....,.".__:.........,._:.._.........„..._....__.: O
,.-TYPICAL ANCHORS IN //12% 1/2'FH
. 7YPICAI.'ANCHbNS IN PAIRS .SELF TAPPING SCREWS -
I�•SEE ELEV.FOR SPACING `"''SEE ELEV.FOR SPACING ..-TYP.ICAI,ANCHORS IN PAIRS E1 O.0'FROM ENDS W'I•)O.L”
& 17-1/2'O.C. 1
{ ?'; SF.E ELEV FOR SPACING
IL4',A(A)L 1/1'MAX.
,.9F)IM 1/9FIW
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.._ .._ -I d
:
E
t
L #.29677
alS�y�,,
l SENS OPTI
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p12 X ISMS '%,�%�:�•'••°� P• a``�� 19-46F
:,•:, —�- �, EXTERIOR �' o s"FROM ENDS Y..
@. ..;::`. ' l"�•:.. .. .. "STRUUCTURE .. - & ri-1/2"o.c. `S[!,{_..�•.'1�LI1 1. y_._._....;.'e:po 5.0 8_
IN
8 RA
op,
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}}_.' rt.—«,...,..,�.�.,r,-•�.�,.,,.,,...T..PANEL 1,R ,,.-,.....�.,. �, _ SFIIA�,...�. M
(��'7�� �� SEE NOTE SHEET 1
t .18Y WOOD BUCKS
ANCHORS IN PAIRS a Y t
... Z _....--,._ �1•__,�_.._..! ...,.._-......}:,._ _._ ._....y ..,....,.-. SEE ELEV. FOR SPACING
�f ij
1_ i � 11 �
e,HM
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41
iz
Sc ENS OPR A!.
rxr J
5 1 I
TYPICALIN PAIRS'
. a�..
SEE ELEV.
FOR SPAC 0PMIEL
� WIDTH. - _ .__,,,,,�,�__n,_ •�® :' [' ��
EXTERIOR
. .......
OF /�V 'cawing "nFo `I(
(; alefAL
F!, #29677
{s/.
.:-.r..«- 6108:....;. ...,._ vs...:.:.:-...:3.000^- 'tw..k.
_...i
f ..094 »..�.�.�--3.260x........-._`. � ....•__:_.._ � � � �
t •-•-2.062•- 1 � ,�:: �,.:,. ..
830
; �0
tt3i _�' t1P ( 1 11
.
1.750
L
2.000
-� AG
� -
1.276 1.977 1.977- i..,+.--•�-.. -. -- .too - 0.1106
• ': e.oe
.830 1.977 1.977 .830g 't
....... 17. FRAME HEAD..... ..
-
r 1 '7. Fl)tE0 STILE.
LOCK MINOR INTERr,
- 0 .080
i
80
800 1.714 f. 14 .{1.
1;382 :•'. :r:0eo 1740- Sao 84
• 1 1 IF•-
� n..r' 4.000 .. tao _ 1.435 1.435 '
ffkkkkkk''
.3.l 60
1.194 - 100 ..•`
,'.a fRt1ME.JAMB„W/O.POCKET ,;�.. FRAME JAMB WITH POCKET
F
y�' .. . •� ` ,�. 020 .125 71P .666: .,� 8I UUJ pp��axx+
.100 •.625 - .. J .. .w 5 •• I J c;
75
3840 ... M
L - - 4.77 tj! 3 t5 . 35 r•�
LU
080 u•a
..: iI. F. .
.tool .094..» da~ 125... '
' 6• TOP RAI
32, REINFORCING TUBE , F
. ._..{•'...:...... . {- .... _ .. 1.b26 a e 1.eae I tzs'• �
..
1.7
Lata•• •--1su-. { .. .L_.._... 4.340
,,:...-080 �.,...::a:_.. ._.1. - 4.146 3.804 3. 24
:100.1
o.y(I�Mm
1.018 1. 18 1038 1.977 '•:058
MAJOR INTERLOCK
I (9 M i
oep ': ''080 �• LOCKING STILES _ .m
1.94 N 1.,94 # 4
4;
OB4 .. f` 4 i00 - - - _ (SEE__ __- - - - - I ..
A ..M - WATER RATING SHEET 2) -1.373
U50
- i 1.3{(82 JAMB COVER
2.227
;Y
•2 1..x�
i.
T- .... : 2.101....:.. ....._.2.227- -A94 .434
1.840-- �•�` 1.971^ '�
8 i o.
r
F_MOVING BOTTOM RAIL FIXED BOTTOM RAIL �r _
2074
.. .._. .-. .. a �; I
t.2so-:r DOOR SWEEP� -
3.750 .,.,•...,,.,,. t
109
1.0
5e ( 3.168v�1k'{ c m far
�r 2.500 �;Itl(iTii')'i);. ,
.159-.`..... .090,: .1Bs-� 1 - .�: x25.1 �.�a! !�� j g
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1.503•••-•it 1.031 �t N0.7
U i
I
4p SHEAR CUP _. L
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�.,...._. ....._-_-«..�-»•^'••6A8t _ _ .._._...__._......._ U��/ ��••'.• OF yr dfOYl(OQ no.`.
2 2A zC FRAME SILL <ORIO►.•' \�
S.M.I. = SMALL MISSILE IMPACT GLASS SHAPES \?� FRAME SILL- $ •• �� � ( 19-46F
FL X29677
Sealed 810/10
' - mm N0. PART NUMBER QuANnTY DESCRUVION MAISWAL MA"1P/SUPPTSRR/RENARXS
EG sg1y_ t F!"E,NEw TaJ is
._._:.. „-,.-•�,,,^,--.-.... ...6005 5 T5.
6405-75/6-1._0S
,�• 'q, 2A EGS 58i ! FRAME SILL(3 3J4 HtCH) 6005 iS/8. T5 -
.. 2B ECS 952. .a""' i....._ fRAIIE SIIJ..(4 !6/18 RICH) 8469 r9/tlitl5
f 2C EGs 5 1 FRAME SILL(2 2. RICH) _ 8008 TSJ8f06 T8 .
„ EGS 6�7 2� ` fT3NeEVaiB wJaemaeKEr - 6oDs Tsfetos Y5 - g."
J- i Eos 6SJ 2 ALT FRIMAE,JAMB W/P,OCKL7�
f 4 ECS-073�+`�^• 1/MOV PANEL MO41NG 1307T.RAA,(SMI) — .8045-TSf6405 Y5 -
`�, s _ EQs-572 !/eIx PairsL flxLti "Doff wut;(s u t) :eons ra/eiDs Ts _ � ,�G �
........,. .. 6065 TS/6105 T5 _ tt{iii
'. 7 MS-674 AS REOD. FIXED SIDLE(S.M1) - 6005-15/8105 TS
.. r _ ... ...« -
KIH STILE(SM L) 6005 18/61x5 T5
.. E 5 d76 SAE a LOC I �-._.•._,.:.»...,..... ....�..
.. ...�.. .1 ,. ........ ..... 6....
- ..-..A--....._..�..-,,.
8,?8 1�RE, S ..� tOL'aK(�SNe}.) 84D9 T6.$,.
..r .. 10 COS-877 AS REED - IMt1tlACK(S�.M I) 8006 75/6108 T8
R_ m
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�
OPTIONAL AS REQD. JAMB COVER
6083-T5/8105-16., swaEAK TMAQ ; Ea soft, c ,Nc j
...
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+ • ._
18 28027840/7527-8O1' AS REED -FtN!&AL WOaFStLE"Rr TiaWi.RAILS, _
. - v 20 T^28360 AS pEcjb PO4YB1D.P(NSI,pAf MOV_QOTTOM RAI _
L ( E)
)" ::,......:..«::..,.-.,....... .rte..-..,.-
21 35027045/7337 6011 8 h5 9E�QA (1ti6EAl.WQQU ItE.AT.1) BOTTOM RAIL _ AMESBIiR? _ o t
. oS
P.
22 2t037045J742d 600,;! AS"k^E TQU FINSF/S.'WOOLPI `AT VERT STit6S�k AMEs6uRY
. •8_7f CORNER FTLAAIE"ASSEMBLY SCflt1NS
27 �... / —PH 5MS ___......_.....-.........
2f CORNER PSEMBLY SCREWS �.. 5( STEEL : TN S!45,,;•___._ 20
-�--- }
30 - 2/MOV PANEL TANDEM AOE1•AL WNEELS IN MEI'ALUC WONG F' DUAL POURS
�Z .. 31 1i,MtlV PANEL ALUM CIitVLRE1. FUAI WIDTH d'PANEL.{80tH
w
AS REDD INTERLOCK REINFORCEMENT' _SfEEt_ 1 I/2`X 3 X it G1,
.. `4 33 AS RE4D K PAJIEL aUP'(AT FPAME I1fAD/S1L1.) ALUMINUM
1..,..�._..v._ ,Tf,2�X!fx SO X 3fl6 HICHI
'i. 34 AS READ RBBBER, MP{ .._. _.... ...»_w .... '.,..»x .}
" 36 g43F-08-08 OR W328 1 TRIMSET PULL _ _ADS RESIN OR fiPASS SPVD_)._ADAlA5 RILE OR ASHLAND m
?�.•.' 36 AiS1847=aa`-... i ."'' 0FA0{.00K`EkOUMEO W/(2�6 X`!%4i''FH SCREWS - SV STEEL ADAMS-RITE"
SLI71I(E.MOIIME W/ 2 X 1 PN SCREh'3.QI.PIASRC SHLM I_ ST.STEEL. _- --
38 4432 OR W5208 PP30 1 DUMMY TRIMSET-PULL _ - (�8S R6W OR 6 P11^},
5 R
COVER
j _ S
t1E OR ASHLAND '-••
EOS 984 ... A9 READ SN .::LQ.AT,CLUSTER6..OM4Y... .. .....w _... _,.., 800¢ 7�,d1„6 T5_ ..._._.. __...._..._..
v,'J :.�
.. - ..41..; EL'SS=38b.......:..... AS RE4D. SHEAR AT ClU5TER5 ONLY 6065-T5J8l05 T5
NYOAME
t.
0 "M 1780 i
M
5 2
,730 o
*'D51 i i'ii1`tFi p '
.524 •N5. ! ,
HARDNESS m 05 SHORE A yy
TENSILE STRENGTH(BREAK) 1810 PSL -.I00
ELONGATION AT BREAK-320x .•,.V� .•aa;cvw=r,==„e
TEAR STRENGTH-260 L8F/IN BOF dFowing no
SPECIFIC GRAVITY..1.45 `� OWN (y'`•.� 1�-461
�1a71Ntancu r IL_ JJ;[[2967-7- t{�t itf?FMAL % -
E'BL�ELSe4BNE� 16 souk 1•t A3'--MOV. PANEL-fiE1NF.= - ri `moi 1Ll� :� t_$
B 94
----- - -—- - -- �•�^�.w.. Seated 6110110