HomeMy WebLinkAboutProduct Approval AL FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
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PRODUCT APPROVAL EVALUATION
RULE CHAPTER#61 G20-3 • 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 REVIEWED FOR
Model Name:ATLANTIC SERIES SM 130 ALUMINUM SLIDING GLASS DOOM®®E ®nlls� E
Maximum Panel Width:60"
Maximum Height: 120" ST. LUCIE COUNTY
Maximum Load:+130 PSF.-160 PSF(Small Missile Impact) BOCC
Installation Drawings#19-46F
This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements.
The above maximum parameters do not occur simultaneously.
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)
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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
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 1 Laboratory,Inc. 05/01/98 FTI-4622 Late Gilbert Diamond,PE
Supplemental Tests(Tested in accordance with TAS-201 and TAS-203)
MIME :
FBC 1626.3 Small Missile Fenestration Testing 10/10/08 FTL-5728 Carlos Rionda,PE
(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 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 re uirements of the 2017 Florida Building Code.
Evaluation Report Engineer: �P�. E. Qo•,,�
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Javad Ahmad PE#70592
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AI-Farooq Corporation EB#3538
Sealed 6/12/19ap R
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9360 Sunset Drive STE 220 1 Miami,FL 33173 1 T:305.264.8100 I F:305.262.6978 1 www.afceng.com I alfaroogPafceng.com
= 2W(SEE CHART FOR WIDER DOORS WITH SHORTER DOOR HT.) r
W
i
.`..`. `..."• pO�R pRAME WIDTH i �°.
23 13/10' HEAD ANCHORS 4 OR 6
` 3 3/47,VAX _......... ,-,,HEAD/SILL-,-. AT INTERLOCK/ASTRAGAL.ENDS TO,
YP 3 MAX.
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,..,...,..i.... - 3' A SEE SHEET 3 FOR CAPACITY .$
HEAOfSIit A - p{AX„ I aI TYP ENDSi
CORNERS
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14
APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED5`•REINFORCING
BY AHJ. �. € y "3'OPTIONAL i I p. .
i -..SEE CHARTS ON 1
ALL DOOR INSTALLATIONS MUST BE IN ACCORDANCE WITHy SHEET 2 i T Q 4Tj
EGS INSTALLATIONINSTRUCTONS. -�
rw {€p =; , -
ALL SEALANTS TO BE TREMCO SPECTREM 2. S I E - -�-.'
0 141"
DAYLITE OPENINGS: {' °� i I j, U
t t #F,i € ! Sc�.S O ui
D.L.O. HEIGHT = PANEL HEIGHT - 8.875" F R G4 �. c l ii I s i€J M m
D.L.O. WIDTH PANS ' Q T X �' X t 7
PANEL HEIGHT DOOR HEIGHT = 2"
THESE DOORS,ARE RATED FOR SMALL MISSILE IMPACT. :5 L I M Y
# €I
F.B.C.APPROVED IMPACT RESISTANT SHUTTERS 1 " n (`Z,j C
:.REQUIRED FOR INSTAIJAl7ONS UP T4 34 FT OF GRADEC4 LL
€:S (( ..-......-----=a-� - ,_,.:�� •-- :..,«.... r.. �_ ""'"g...."
HUTTERS NOT REQD FOR INSTALLATIONS ABOVE 30 FT OF GRADE.,( '( '- ",', Ir - t� (v w s
3' -
1 1
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_ t , 48 3/448,3/4 �, tl. 3'. a -uL Z vi OED
SFRIE5�.. .1 0 ALUhI S I I(T _IASS_.A90IZ, ? .:.::.., D.L.oPG ANCHORS.. .oR s w �i
.. '` SILL 4 f i(9 w
PANEL WIDTH
SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS/REINF. Iw- ---"- $ - - AT I"TERLOCKjASTRACAL ENDS
USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN PANEL W DTH SEE SHEET 3 FOR CAPACItt
RATING MORE THAN,DESIGN LOADS REQUIRED. M. „y
8F^ t i i
LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS �^�� �y SEE CHART FOR WIDER PANELS I
WILL APPLY TO ENTIRE SYSTEM. _.__ . ,.,. :� .. WITH SHORTER HEIGHT Er
TT N .t,,- ----, ......'ciipNPURCHnsc ANo x ( I I
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7YPPPAiz E-EVA p x CONTRACTOR TO BE RESPONS B E FOR TF E BELE
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE TESTED UNIT INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
REQUIREMENTS OF THE 2017 {81H EDITION) FLORIDA BUILDING CODE .1 PROVIDED HE/SHE DOES dor DEVIATES FROM THE CONDITION'S DETAILED
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ON THIS DOCUMENT.
��8-THIS PRODUCT EVALUATION DOCUMENT WILL DE CONSIDERED INVALID IF
I8Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE ALTERED sr ANT MEATUS,
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS c-SITE SPECIFIC PROJECTS SHA1L BE PREPARED er A FLORIDA REGISTERED
TO THE BUILDING STRUCTURE, ENGINEER OR ARIDGTECr.'BHICN N11-BECOME THE DICKER OF R"COir3}(E.OA)
FOR THE PROJECT AND WHO WLL`SE RESPONSIBLE FOR THE PROPER .T
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS USE OF THE P.E.D.ENGINEER:OF RECORD,ACTINO AS A'DELEGATED rRI r
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ENGINEER TO THE P.E.D.EtN'JHEER SPALL s,aum TO THIS LATTER me_sdE 0 m I
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SPECIFIC oRnwrNLs FOR R&VIES. O D
.. ..FRAME WIDTH ,%FRAME WIDTH FRAME WIDTH I.p THIS PED.SKALL BEAR THE DATE AND ORIGINAL. M AND S,NATURE OF 1�
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DE REGARD THAT PREPARED rr ...,, 5i,%
ALL SHIMS TO BE HIGH IMPACT,'NON-METALUC'AND NON-COMPRESSIBLE. I-i ..„�,.�.. .1�. ,. .. .I� I - -+==t - ��"iTStft`tttt))�, { �"�`'7"r-•':
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT .� ..� '� .`� � !.V4f
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ` j
REQUIREMENTS OF THE 2057 FLORIDA BLDG. CODE&ADOPTED STANDARDS. .�� �,,;,r
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT,PROVIDE INFORMATION �H - o-". i dPP a,. -0 DPP. No.7 C Ir s(i 'n`if
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR D p a6
WATER INFILTRATION RESISTANCEETC. O 4: KT• _
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 3 r..O X O O X X R.
AND TO BE REVIEWED BY BUILDING OFFICIAL, .i...,." -.�•.X ---- - -- , q� OF ,(� drowSng no.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION OX(SHOWN) OXO (SHOWN) OXXO(SHO'WN) irt;,e�`'• OR10P' r f,x 19-46F
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. xo
T L _ ', �dFa •`
_.�,.. _.,.LABEt1NG TO COMPLY WITH SECTION-1709.92— _ _ - ._ _ -.— -- APPROVED CONFIGURATION e - -- -- --- � - � 7f 29677 —
....:� ... Sealed 6I10719 ,....
DES'IdNI, ACITY PSF(GL uS) DESIGN LOAD'CAPAC1TY- PSF
lY1TH IT&tf$32 .._ r - •,�•• 411TH ITEM �F92
#(#(
' 1I/O REINP'D; RBINF D 1 A/0 RFJNF'D REINF D
PANEL tsmn! ` `
F9W MW .NERCKS PAM Wu` l
EXT( ) INTC ). on +) r07 FRAME
_INTERIAGKS,- ..,INFE8EI.00K3 € Z m
In(
24 ; ...800 I SGoo 1300 �,1300 _.F 24 33{10 1300 y�
30 a 800 7800 1700 13ptl 30 ! t 1'.100 . 1300t �"'�„ It"5
36 -130.0, ,130.03-
39-1/4 .1p ..,&t.0 •160.0 1300;1, 1 •300 39-1/4 1340 1300;
42 'l, 84 �74.8 149.5 130 0 i..170 0 42 114 t 130 0
48 't -_81}0 1300 T300 1300 48 - 7300 1300 NOTE: Lst '
sa 76B 124.8 7300 ( 7300 ! 50 µ 1300 ! 1Joo GLASS CAPACITIES ON THIS SHEET ARE OCA g 1
BASED ON ASTM E1300-09'(3 SEC. GUSTS) O '
54 71 1 71$6 i30o t3oo 54 = 127.9. 1279 AND FLORIDA BUILDING COMMISSION ,O I
sfi sBs ltia f254 r 1254 56 tzz7 i 1227 DECLARATORY STATEMENT DCA05-DEC-219
F& _ g
6013001. 7300 .3(g
24. '1 .. 800 j 1600 7360 1300 - 30 - t3o.4,:_ 1300x` jL°
tt130.0d'gal qq
JO -I 80 0 i 180 0 -- 130.0 38 130A 0-i
36 800 !x'1600 1340 1700 39-1/4 g
39-1/4 „ _840 z 7$04 1300'..iJ00 42 120 _ _ . 130.0 130.0..'..
a I p
42 90 74$ 149-$ 134 6•'y 730 p', 48 1 - 130.0
46 860 1740 7300 .,,..5300 50 I•.. _. 730-0.._,170.4 i
50 % 76.8 l 124 8 130 0 130.0' 54
54 ? 711 it56 1300 1._130.0
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.. 56 - 68 8 Y 1i,;_ 125.4.,:'1_125 4
60 I 11 117 7770 ';. __„1 4 HEAT STREN'D GLASS(EXT,) 5 iZ
24 804b
1 0 130 030 4 / "Q I{
30 800 560.0 130o 1300`
I .060"biterlayer
36
1 806 1600 f300 i3o.0 r"-Sofikm HP Clear or Color Glass k
`. PANEL HEIGHT= DOOR HEIGHT - 2' `I By'Eastman Chemical Co.' i 'K CCv a
/ E 804 1600 1300 130.0 q
Ld
42 I 80.0 T130 0 130 0 130.0 - z [
1 -.1/4"TEMP. CLASS(INT.) €u"S''..._ui m p#
`48 86 80 0 130 4 150 4 130 4 t` •
50 124.8 130.0...130 0 t e)M.
ar 4N
54 71 1 115.6 1304 1300 4 } W x70.
.--< (€NTERPOLAMON BE114EEN WIDTHS ALLOWED) 5
56 - i -.. 125 4_....725 4
1170 '1170.` I:..SHOWN CAPACRIES ARE FOR ..1 t -
.-24 800 730:6 7304 300 4.93r SILL Hews
30 B00 .130.0 1300 .1300 ,� LtbifT EXTERIOR(+) LOADS AS FOLLOWS 1Ii '
3,750"SILL HT +80.0 PSF €
38 ( 800 j 730.0 1300 30
. 1 .0.: 3:188 SILL HT. +533
39 1/4 .....800 730.0 1300 ...170.0 ^.•. ._..... ...... y 'i
` 42 4: _.Sao 130.0 130.0 730.0; i ;..,.t.:-• $,
k
48 r 102 "•800 136:0 1300 -Y340> Jp€ u e I
50 (, 788 124.8 1300
54 ?. _ 1300 ,..134.0;
56 �j - 1254 •,�125.4. /X 1JJ,i..3
- 60 r. - J.770„t 117.0. .
30 ( 800 1700 1300 4{...130.0
130 0 130.0 130
y`117t5111177ttf, j1-- ��
.:.39-1/4 so,o 130 0 130 0 (.134 0
42 804 1300 174.0- 7300
48
10$ B0.0 130.0. 130.0 130.0.
- Ho.7 _ (
i � a:, •...�.--� ,-::: 130.0 ....170.q! .
a
54 }300 1300
aqq
ss .-. 125a 125.4 - °'�,�q� ;Ir EOP t; �i drawmg::•�n0
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117.0 117.0,: OR10,. !9�:.,Ir i 19 46F
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- - -_FL .JJjj,29677 �sij �L `�'�
-- 7!' �Q11111118" she_,
Sealed 6110119
A XP�CAL�ANCHO
'ANCHCiR.IAAD CAPACITYCHOR IAAh,CAPACITY__- ,H.�i SEE ELLV. FOR SPACING...^..
ANCJIOR TYPES A 'B & 'C' fLCKOR TYPES 'A' •B_&'C' - -'AT BEAD
-. 8 Af(C901ffi ,4;A9CBgg9 6 AFCBOAS E AHCAOYS�4 ANCBOAS#:e,ANCFfO@S r • .. b
TYPE A'- 1 J4 RJALTR�+ 1>t BY ELGO'
AT IftG. AT IR6. AT LPG. A7LTG. A7IHG ( AT _....... (Fus177 KSI.Fy�155 KSI)
s
INN INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
vu7a wN91 Daoa egsts ora-Erma slLs inns PARIwmH) DwK slLa Itti� ge0t IG7D6 sltrs u+ns I I b -
INAQJAL E70.(+) EXT (+) 1 E%T (+) 'N(xaNa ,t HEiGFtT E7R (+) E%T (+)c txr.(+) 1 1/V WIN. PENETRATION INTO WOOD
MCNFS NCNtS U1T .: ) iNCt1E9 a1C1E5 INT INT INT
1600 { tsoa 24 '. 1300 1300 1300 I Y BUCKS INTO C NCREiE I o
THRU IB U O
30 "s 1600 1600. 7600 30 1300 1300 s, 1300 1-1/4"'MIN EMBED INTO CONCRETE k
3930 160,0 __1,80,0- / T,,�1300 I TYPE 'B'- 1/4" DIA. ULTRA ON BY ' CO' (Fu-1_n KSI,FY-155 KSI)
38 180.0 1600 1600 36 1257 1257 `a ,ASS
1600 39 1 4( 1172 ...1172 k;
?amu DIRECTLY INTO CONCRETE 3
42 84 149.5 1495 1495 42 - 1112 1112 a 1300 1'-3/4" MIN. EMBED
48 ? 130.0 130.0" 1300 A' a8 114 1005 100.5 ' 130.0
{{ TYPE 'C'- 1/4' DIA, SELF DRILLING ING CREWS (GRADE 5 CRS) Q
50 130,'0 1300_ 1300 50 'j 976 976 ,130.0 .. _. .IQ _
54 130.0 130.0 1304 54 ;.S : 92 4 "g2.4 __ j jD O � INTO F.B.C. APPROVED MULLIONSit
58 125 4 125 4 125.4.__ 56 (HEAD/JAMBS) Lk z
EA
862 90 2 90.2 ..127 9 R., {
- - INTO METAL STRUCTURES (Hr
__.
}170 1770.„ 117060 , 862 .122.7
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
"24 1800 1600 1600 - 24' 1300- 7300 1300 ALUMINU
M: 1/8" THK. MIN. (6063-T5 MIN.)
30 E, 160 0 160 0.. 160 0 3D F 130 0 130 0 ,130.11 ,
is t STEEL: 1/6" THK, MIN. (Fy = 36 KSI MIN.) ;y
38 160.0 160.0 160 0 38 ! 1183 1183 130.0 - (SIM IN CONTACT WITH ALUMINUM,TO BE PLATED OR PAINTED)_,
J9-1/4 1572 1572_ ( 1600 39. t/4 120 110.2 1102 130.0 - -1
42 149.5 149 5.. ' i<9 5 42 !,
'104.5 .+11045. AT'SILT,
.... ..w .__.
48 ) 90 130.0 1300 ' 1300 48 943 943 ( 1300 �T(PE 'B'- 1,J4"._DLA, ULTRACON BY EL'Cn. (Fu=277 icS6.Fy=155 K51)
50 _130.0 1300_,. 1300--_ 50 " 91 4_ .914_ 1300_ OtRECTLY INTO CONCRETE -1 0
sa 127.7 t zn E 130 o sa ass 86 5 '1 z13 1-3/4"'MIN.'EMBED
56 125 1 125 1"..l 125.q . _ ,.,. .._...7 _ _ _
60 .__...._ _..._ ..1170 717.0_ 117.0 ._..._ - - - - -AT dAMB9---'r- - I
�- ( Oen
-'-,24 - 180.0 160.0't 280.0 TYPE 'A'- 1,/4 DIA. ULTRAON BY ,.ELCO' (Fu=177 KSI,FY-155 KSI) ,F¢-d Y
36 160 o 160 0 160 0 - I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I °, s.Z 04 a-
1-1/2"
3s � 1547 1547 1600 1 1/2" MIN PENETRATION. INTO WOOD
u4'9 t449 1 Isoo ANCHOR TYPES A, B, C APPLICABLE AT HEAD I THRU tBY BUCKS INTO CONIC. OR BLOCKS
42 t 98 130;0 1300µr 1300 , ANCHOR TYPE B APPLICABLE AT SILL
48 1257 125 1300 1 1/4" MIN EMBED INTO CONIC. OR BLOCKS M
so 122 3 2223 130 O I TYPE 'B'- 4 D T A N-BY 'ELG�' y= ) 1 w a
�_,.
, Q,,,,. ._; _ (Fu=172 KSI, F 155 KSI
54 1186 1166_ ... 0 DIRECTLY INTO CONC. OR FILLED BLOCKS
Ss turf na l's 1254 1 3/4' MIN. EMBED INTO CONCRETE
60 � _ 1097 1170 - 1(� -
1 1/4" MIN. EMBED INTO BLOCKS £
--24 S 130.0 130 0 130.0
30 1300 1300-{ 1300 TYPE 'C'- X14�5 OR SE E`._DRI IIN.'._S.SCREWS (GRADE 5 CRS) :.r (• :
3s 1 1300 1300 1300 I INTO F.B. C. APPROVED MULLIONS I i fo g ,
39-7/4 1300 1300 ,J00
INTO METAL STRUCTURES (HEAD/JAMBS) (
42 102 1277 1277 1300 (3) THREADS-MIN, TO EXTEND BEYOND METAL THICKNESS I { IS
48 1180 1160,.J 1300 = - a
z ALUMINUM: 1/8" 7HK. MIN. (6063-T5 MIN;) ( a ° .. .(.?
50 : 112 8 1128-`{ 130.0 I
STEEL: 1/8" THK.rlvlft (Fy = 36 KSI MIN.)
54 .4 107.2 1072 £ 1300. (STEEL IN CONTACT'WITH ALUMINUM TO BE PLATED OR PAINTED) [• I -
56 104 8 104 8 , 125 4 ( - __.. . __. .. {o mE i
-_ -- }
80 -� 1005 1008 r 117 0 .jtiNC�,(OR"EDGE DISTANCES Ii f 1 I I':j;
24 ;' 1300 1300 € 1300- , - - .- ira
C INTO CONCRETE 2-1/2',MIN. 1117!! t f
30 1300 1300 f 1300 INTO WOOD STRUCTURE - 1" MIN. \(1tt
367300. 1300.1 1300 INTO METAL STRUCTURE = 3/4' MIN.
39-1/4 725.2.. 1252;, 130.01 WOOD AT HEAD, SILL OR JAMBS SG a,0.55:MIN. ��• �� `n e i
__ CONCRETE AT HEAD, SILL OR JAMBS Cc -m 3000 PSI MIN.
42 ' 118.9 1189 1300 E
a8 ;i 108 1m.T 1077 1300C-90 HOLLOW/FILLED BLOCK AT JAMBS fm 2000 PSI MIN. ,1. Na.7
50 104.7 104 7 1'130-'-
54
30 0
54
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696.9 o,
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92.8 92.8 117.0 96.9..._" ,25.4._: �i�ii OR70P / 19 46F
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----FL #2967-7
- --- - - - - - -+- sheet ot.,:8lz
Sealed 6/10119
TYPICAL HEAD ANCHORS IN PAIRS TYPICAL HEAD ANCHORS IN PAIRS TYPICAL HEAD ANCHORS IN PAIRS - v!
SEE FJ.EE FOR SPACING SEE ELEV,FOR SPACING SEE ELEV,FOR SPACING Iw
,./ AND SHEET J FOR QUANTITY AND SHEET 3 FOR QUANTITY AND SHEET FOR pUANTTIY .,.METAL I
AT INTERLOGC/ASTI7IGAL ENDS �. AT INTERLOCK/ ENDS AT TNTERLOG</ASTRAGAL ENDS 4 STRUCTURE m.
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ANCHORS ONLY E:(31ST 4 01C d+CONCRETE € �.'-" .'++ r •t t OT HK .•f V
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[ f/�' i `. II - I : 19•°,+:.aAT CLUSTERS OF W:
J �tJp¢ttt Ng ANCHORS ONLY TYPICAL HEAD ANCHORS IN PA! N f
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..,, SHEET 3.FOR QUANTITY
'AT INTERLOCK CAL ENDS .1/6' d
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AT INTERLOCK/ASTRAGAL ENDS Ijj 2(7 W 7
SEALANT;ALL JOINTS AND FRAME j
WHITE/ALUMINUM COLORED SILICONES SEALED WITH 2 E.
!� �'` �• w2 _ ^^� NOTE ON MAJOR INTERLOCK STILES TOP AND BOTTOM ENDS FILLED
SHEET 2 FOR WITH EXPANDING URETHANE FOAM. a! I e
SILL LIMITATIONS
4.939 ALL INSTALLATION ANCHOR HEADS TO BE SEALED f� €
Iii '€ 37150 & EXPOSED ANCHORS TO BE CAPPED WiTH ALUM.
D p !t 2 BUTTON COVERS. o o"
B\j
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2.500 WEEPHQLES;_ Vo
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! AT QUARTER POI
# r # NTS OF EACH PANEL (i I !
' ✓' t W__ ._ L. _.w.:' W2 = 3/8" WEEP HOLE AT.6" FROM ENDS
- AND CENTER OF EACH RAIL , is
'�- d 39b° :1t, POURED&HARDENED
! CONCRETE HIGH STRENGTH GROUT ...__ ..:....._..__„..__.,..__..___..
\I 20} d Wi //.lcyl 3.'KSN .� Yc= 5000 PSI MIN. :r-- ..........._.__..............,...
...... EDIiE•,DIST _..:.- ._k J 2731 t \\.."(�METALLIC)
.1WOOD BUCKS NOT BY EGS INTL., MUST SUSTAIN
7 €LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
NOT BY EGS INTL. : ,. S OF dmwmg no {
TYPICAL ANCHORS IN PAIRS MUST TRANSFER SHEAR $THEM TO THE BUILDING STRUCTURE ��f
SEE ELEV. FOR SPACING LOADS TO STRUCTURE .___...._......... .... . . . - ,•. omo� '�y®��� F I
AND SHEET 3 FOR QUANTITY - ."`."""" -"""'".. """'.:"' - .... ...... `
-FL 29677 ��[ a�� .1
------- --- --AT INTERLOCK/ASSfRAAGat,ENDS- - - -- -- - }F
Sealed 6110110
EDGE DIST BUCK
CONCRETE yy 2OR
6Y WOOD
QED x OR €�d"�-.. WOOD`StRUQTURE
MASONRYE 440
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REQUIREME NTS OF THE,2014'(57H ED[TiON)/2017 (STH,EDITION) FLORIDA.
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A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. .2 b
STEP 1 �DETERMINE DESIGN WIND PRESSURE REQUIREMENTS.BASED Fl, #21899 In u .
ALL�SHIMS'TO 13E HIGH IMPACT:14ON-METALLIC AND.NON-COMPRESSIBLE. ON WIND VELOCITY, BLDG;HEIGHT, WIND.ZONE USING
APPLICABLE ASCE 7 STANDARD.
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FOR THE SE
M L STEP,'2 CHECK DESIGN.LOAD CAPACITY FORA GIVEN SPAaNG INSTALLATION OF THIS PRODUCT BASED ON 71�41S,PR E AL�UAIION V�D AH,,
COME INTO CONTACT WITH OTHER DISSIMILAR,MATERIALS SHALL'MEET THE AIN ODUCT
0 HEIGHT'OSING CHARTS SHEET PRMDtb HE DOES NOT DEVIATE FROM-TIE C0NDTTjON;V`C,:TA.D
PRODUCT APPROVAL'IS,GENERIG'AND DOES NOT PROVIDE INFORMATION s-THIS Pmmo E%oAuuAmoN oocumEtrr WILL BE INVAU1111)IF
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•FOR A,SITE SPECIFIC.PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY STEP 3 USING CHARTS ON SHEET 3 SELECT ANCHOR OPTION ALTERED BY ANY L�N 1 40.70592
WITH -MORE THAN'OESIGN LOAD
OF'STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR DESIGN LOAD CAPACITY c-SITE spE PROJECTS I,OU BE PREPARED By A DA REOi ERED
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WATER INFILTRATION RESISTANCE ETC. T AND'WHO WILL BE RESPONSIBLE FOR THE PROPER
THE Loms�VALUE RESULTING FROM STEPS 2 AND 3 FUOSR T.0HF"TPROjPEC`
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, �TEI, E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED
AND TO BE REVIEWED BY BUILDING OFFICIAL. EXCEED THE DESIGN WIND PRESSURES DETERMINED drawing
THAT L ENGMEER TO,HE P.E.D.,ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE
IvMUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION THRU STEP.I SHALL APPLY TO ENTIRE SYSTEM. I SPECIFIC DRAWINGS FOR REVIEW.
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. I?SYSTEMS WITH,UNANCHOREA'JAMDS, USING SHEET$ 115-THIS-Plb.SHAIL REAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF W16-68
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INTO CONCRETE = 2-1/2"MIN.
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Ii INTO WOOD.STRUCTURE- 1"MIN.
f y. FTYPE 'B'- .5/1.6" DIA ACON BY' �O' (Fo-177 KS4.Fy-155 KSI) o
DIRECTLY INTO CONCRETE
II i 11 12 I 2" MIN. EMBED INTO CONCRETE(HEAD/SILL)' m
II t, ANCHOR EDGE Dl5TANCES �
INTO CONCRETE 2-1/2" MIN.
- . -
—
TTYPE 'C'- 5/16'DA. 7 Kc OR SELF DRILLING CREWS (GRADE 5 CRS) w o
INTO F.B.O. APPROVED MULLIONS _ .�O
U5 ! INTO METAL STRUCTURES (HEAD/SILL) ,µ11I I�p rrrr�\
I ( (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.).
STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) .^ � No.703S2 -• n
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) =.Y•r; .Gr- 5 a a
ANCHOR EDGE DISTANCES
a � I_TYPICAL ANCHORS, INTO METAL STRUCTURE 1/2" MIN. `J� •'•• 3 droWingo no
FOR SPACING T W16-
\ J
n! WOOD AT HEAD OR SILL SG - 0
EDGE DISE. .55 MIN. � •'•••••t0�• y�y�� 68
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Sealed:11/28/2017
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(2)1 AT
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SEE SHEEP 2 ��'.
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NOTE:
MAX.MOVEMENT CONSIDERED=100%-STRETCH...
. - - PLEASE REFER TO SEALANT-MANUFACTURER'S.DATA AND APPLICATION
MANUALFOR COMPATABILITY-0F SEALANT TO SUBSTRATE"&WINDOWALL
- MATER4LL/FINISH AND COMPLIANCE FOR WARRANTY. "
REFER TO ACI-117710 FOR CONSTRUCTION TOLERANCES. -
ALTERNATE SEALANTS AV"AMB GAPS CAN BE DESIGNED BY -
ENGINEER OF:RECORD BASED ON'MANUFACTURER GUIDE LINES: p
GAPS.LESS THAN 1/4"MAY BE DESIGNED BY ENGINEER OF RECORD-BY
'THE USE OF BOND BREAKER TAPE OR 189 OF CAP ALLOWED MOVEMENT. - -
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-- -- - _ FL. #21899-
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Sealed:11/28/2017
ITEM'N0.'..rP ...
`2.629 " 1.250 ART NUMHER� @UaNT[T1 DRSCR[p-n6N MATBRW: 'MANF/SDPPME6/@EMABISS.
`. 1' -.,'- _ ,, a .,..-� x •, +. '3'£ 4%. t ` EGS-F3"_ 'AS REQ6: `,FRAME:HEAD/SILL _ x6063'T6-
. . 25 - CLASS'STOP —
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0 -5 EGS F6 - - AS REOD, ADJUSTMENT RETAINER*:CUP,,
53"LONG :fi063-T5 -
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AS;RE00-;: ANCHOR�iCLIP 12,.LON.G, 6006 TS „ •;-. �
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OUROMETER60t5�SHORE A
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,EGS F8 -A5,REOD_ EMERIDft`HORIZ:SPACER .EPDM +TREMC6,DUROMETFI2.70f5 SHORE,A O. W
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CGS40 , As REQ
10 EGS FID..; AS:REOD. SETTIWaLOCKS,AT J/4 POINTS; LONG..` EPDM '-` GLAZING'-RUBBER:OUROMETER 8015 SHORE A�_': �•=M..
FRAME=HEAD SILL �- "-' ...-- :;. - - - - - __ _., ----- V C.
- /.- - - .y 17 3/B-16 X.t=3/4' .T%CLIP ';-ADJUSTMENT FASTENER'AT SILL STEEL 'a.p'Z
-;. - - -
:;, : t_2' CLIP-,
NYLON,LOCK'HEX',NUT'AT SILL.: 'ST..STEEL ` Q:6�.•O G,.i _
4.115,-- Y3 '�'14':.X 1-1/2',- 4/CORNER!.'ASSEMBLY,,;FASTENERSa; zST STEEL PH,PHIL..SMS:' 0'� C'rd$p
t4" :HSS3X7-1/2 RS*REOD. .REINFORCING-.TUBE(LENGTH,d 2/3--0F'MULL HT) `;;STEQ: :A38 aw.� "
- -
.. - .15 X12%"3/4 ;TEKS.-AS READ..; REINFORCEMENT TUBE{ASTENERS ST..,STEEL .:(2)AT EACH END&(1)<AT 15 O.C.IN.BER4EEN L6 2 "
.094,. 5 `, - 1B =EGS f12' :ASREOD.% 3/4 X'3/4 X.062'..ANCLE' 'r ..ALUM .-.•AT TOP''k�80T:TOM OF:JAMBS&MUWONS
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.125-+ EXTERIOR VERT'SPACERRETAINER CLIP ' scar Li `2.354 .280 --.590 9"r- .072 1.37f 5 ., ,. o: 07 .. .623 .Q .48I9".
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INLL. ENGNERS&PRODUC[rE
� - A , 93e SUNSET DRrvesurE 220'
5133 SW.25THSTREET
MMMT,FLORIDA 33173'. (C.A.N.,3538)
PEMBROKE PARK, FL; 33009 lzl�(305)264aioo FA%.(805)282-6976 C
.FEC(954),.04=11441 .FAX.(954) 964-1533
�–' -- — COMP=ANL\Wi6-68EG
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00
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n' REVIEWED FOR
t.
CODE COMPLIANCE
ST. LUCIE COUNTY
• �I rt� I `7 �tY 7'fc'L� ,
r a � ' i i •y x r `I5�•"(r4�iK�i i X II� c} ,,tr
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WINDOW/DOOR rty O EN s
REPLACEMENT
LAYOUT Ott y` ,� - ,� ��ryj} } \J I�7¢�3 * -
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9' $TATE
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DOOR SCHEDULE
WINDOW SCHEDULE 0O�
SIZE PRODUCT EXP. DESIGN DESIGN MAX. DOOR SIZE PRODUCT EXP. DESIGN DESIGN MAX. WINDOW 0 0
MARK MANUFACTURER AGENCY MARK MANUFACTURER AGENCY =
WIDTH HEIGHT APPROVAL DATE ZONE PRESSURE PRESSURE W9DTH HEIGHT APPROVAL DATE ZONE PRESSURE PRESSURE d._2
1 141” 1 96" EGS International FL29677 FBC 12/31/20 5 +64/-110 +100/-130 1 42 95" EGS International FL21899 FBC 12/31/20 5 +64/-110 +700/-130 p
2 70' 96' EGS International FL29677 FBC 72/31/20 5 +64/-110 +100/-130 2 42' 95" EGS International FL21899 FBC 72/31/20 5 +64/-110 130
3 147" 98'.,- EGS International FL29577 FBC 12/31/20 ._5 +64/-110 +100/-130
4 106" 96' EGS International FL29677 FBC 12/31/20 5 +64/-110 +100/-130
- S-1
-- - -- - - - - - - - - - CODE COMPLIANCE
WINDOW./DOOR BUCK GENERAL-STRUCTURAL NOTST-LUCIECOUNTY-- - a
Applicable Codes SOCC
A. Construction shall be in accordance with the 2017
}"o TAPCON Florida Building Code, 6th Edition, ASCE 7-10, ASD,
Staggered Fastemers; g p a
1j" Min. Embedment and AISC. The above shall govern except where other
Into Concrete applicable codes or the construction drawings are more
restrictive.
pesign Criteria
Mean Roof Height 200'
Wind Load 2017 FBC & Ch. 1-2, 26
Wind Velocity 170 mph Ult; 132 Nom g
ROUGH QxPosure 96 sf J%,��P'(,ENSF'
d
Pressure Treated
Wood Buck IA Kz 1,61 `�' 3135
Reduction Factor 0.6
Roof.Slope. Flat-
U. I�
- - - -
Internal
Category Coef. I+/-0.15 :-o; TE 0�� <,
.;=t
R �
%9
s
��Opt':oC a�R 10:x(2`•`.
ROUGH Optional at Doors Verification of Construction Conditions
,',,�4ssu0 N A,��•P�`•
OPENING A. Dimensions and elevations of construction are for
bidding only. a
B. Contractor shall inspect existing conditions and verify o
Wood Buck Notes dimensions, elevations, etc.. which affect the scope on
1. Window/Door Buck Fastening details are to meet or exceed the the construction drawings.
manufgacturer's test approvals and recommendations. C. The Engineer of Record shall be notified of an
2.Bucks are designed for wind load compliance only. Design for Impact 9 Y
resutonce shall require additional fasteners and/or bucking as specified variations or discrepancies on the construction
by the window/door manufacturer specialty engineer In accordance to the drawings. Any variations of the constructions drawings
2017 FBC, stn Edition. without the Engineer of Record consent are the 111
5.Bucks are to be fastened horizontally and vertically to poured concrete onsibilit of the contractor and owner.
beams and columns, or concrete filled masonry units, respectively. res P Y W
6.Bucks are to be 1x6 or 1x8 #2 PT Southern Pine per industry standards D. The construction drawings depict a finished product
and fully bonded to concrete/masonry w/ SIKA 1A Construction Adhesive. and all temporary bracing and means and methods of g f
For multiple buck Installation, bucks are to be fully bonded and fastened construction are the responsibility of the Contractor.
to each other. P Y w
7.Buck fasteners are to be J"O TAPCON with 1j" minimum embedment Into E. All Door and Window Products shall be furnished and w
concrete//masonry with staggered spacing equal or exceeding the installed In accordance to all applicable governing X:1
manufacturers fastening schedule for framing. Codes and manufacturer specifications. 81
F. All details, sections, and notes on the drawings are '-❑
intended to be typical and shall apply to similar 5.0I
situations elsewhere unless otherwise shown. 0 3
o-
§§I
File COW
S-2