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Product Approval
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Product Aoproval Menu>Product or Application Search>Application List>A kation Detail RECEIVED
FL# FL29677
Application Type New MAR 0 4 2020
Code Version
Application Status Approved ST. Lucie County, Permitting
Comments
Archived
Lai
Product Manufacturer EGS International,LLC
Address/Phone/Email 3133 SW 25th Street
Pembroke Park, FL 33009
(954)964-1441
engineers2501@msn.com
Authorized Signature ]avad Ahmad
veronica@afceng.com
Technical Representative Gary Zack
Address/Phone/Email 3133 SW 25th Street
Pembroke Park,FL 33009
(954)964-1441
gary@egsintematfonallic.com
Quality Assurance Representative
' Address/Phone/Email '
Category Exterior Doors O��
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Repore 'iaj De �ct or a Licensed Florida
Professional Engineer
Evaluat�o�`wma 1p'� gAi LIANCE
Florida Engineer or Architect Name who developed the ]avad Ahmaccd+ ■ • LUCIE COUNTY
Evaluation Report �e�
Florida License PE-70592 ®C
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Ammad Riaz, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL29677 RO COI SS-Atlantic Series SGD-CI.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence-of Product Standards
i Certified By Florida Licensed Professional Engineer or Architect
FL29677 RO Equiv SS-Equivalency Compliance Ltr.pdf
Sections from the Code
hfps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsJwwM3n%2b4Th1%2fCafhQBl%2fOHwoPg%2bp%2b6op8iahvg9C7g%3d%3d 1/2
2/2.6/2020 � Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 06/12/2019
Date Validated 06/21/2019
Date Pending FBC Approval 06/25/2019
Date Approved 08/13/2019
Summary of Products
# Model,Number or Name Description ,
29677.1 Atlantic Series LM 130 Aluminum Large missile impact resistant aluminum sliding glass door. f
Sliding Glass Door i
Li of Use Installation Instructions I
Approved for use in HVHZ:Yes FL29677 RO II SS-Atlantic Series 130 LM Alum SGD(LMI)_
Approved for use outside HVHZ:Yes DWG 19-47F.pdf I
Impact Resistant:Yes Verified By:Javad Ahmad PE#70592
Design Pressure: +105/-135 Created by Independent Third Party:Yes
Other:See attached drawing 19-47F for span vs load Evaluation Reports
combination and installation instructions. FL29677 RO AE SS-Atlantic Series 130 LM Alum SGD(LMI),
-PAE.pdf f
Created by Independent Third Party:Yes
29677.2 Atlantic Series SM 130 Aluminum Small missile impact resistant aluminum sliding glass door.
Sliding Glass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL29677 RO II SS-Atlantic Series 130 SM Alum SGD(SMI)_
Approved for use outside HVHZ:Yes DWG 19-46F.pdf
Impact Resistant:Yes Verified By:]avad Ahmad PE#70592
Design Pressure: +130/-160 Created by-IndependentThird Party:Yes
Other:See attached drawing 19-46F for span vs load Evaluation Reports
combination and installation instructions. FL29677 RO AE SS-Atlantic Series 130 SM Alum SGD(SMI).
-PAE.pdf
Created by Independent Third Party:Yes I
Sack Next
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The Stale 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 emails
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 dick here.
Product Approval Accepts:
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https.//floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsJwwM3n%2b4Th1%2fCafhQBI°/a2fYOHwoPg%2bp%2b6op8iahvg9C7g%3d%3d 2/2
} 192 (SEE CHART FOR WIDER DOORS) }
u FiooR-wlb� f
33/4 MAX 2V MAX. HEAD/SILL ANCHORS
TYP _ �' AT INTERLOCK/ASfRACAL ENDS ti ! t^ q
} HEAD/SILL 3 HFAD/SILL -1�,A:�MAX. ��SEE SHEEP 3 FOR CAPACITY (' ff�� a k g
CORNERS pMAXT,( ENDS � ���Ou
T
S � ul
1 T I Q
DA 1•T � ��� it j .V�'�� 5 t
YLITE OPENINGS:
OD.L.D.L.O. HEIGHT = PANEL HE.I..G...H..T
O. WIDTH PANE
PANEL HEIGHT DOOR HEIGHT - 2"
OPTIONAL
32 0N
HEEP 2OORS ARE "TED FOR LARGE& SMMISSILE IMPACT. Tgal
�Z7BI�T5G11 qZ00
�0THSE Si(!is
i1
11
I t
(SHUTTERS ARE NOT REQUIRED.
• I' ! I
SEE SHEET 2 FOR DESIGN COAD CAPACITY OF DESIRED GLASS/REINF,
USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN
RATING MORE THAN DESIGN LOADS REQUIRED. QX t! IM1� O X y O
j I E1P \ 1I'
LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS r 1 kkk m FI
WILL.APPLY TO ENTIRE SYSTEM.
.._:.;....M.____._......_.__."...._.._»_,...._.»................__.._,;.__�;.__............_.-
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
111 I {
-.e ..-..,.....,.<.-gym..............L,- _._ - ,�Q
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING
CODE �` ( i"g=}""f• -^=—�-r-�•`"'"""""-" ="=j"' _- 7Z uY :mNT a x 1
INCLUDING HIGH VELOCITY HURRICANE ZONE HVH2. t {- L
1BY OR 2BY W000 BUCKS & BUCK FASTENERS BY OTHERS, MUST BE u W 91
41 11/16- D 3T 1• '" I " T Y
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 49 ! >^" ••-•••••----�N,; / ) ............11 «,. vt;_pj
TO THE BUILDING STRUCTURE. -« PANEL Wd*.....--�u' D.L OPG. I ig m IX=f
'� ALL ANCHORS IN PAIRS �L NMj g
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS ' - 49" INTERMEDIATE ANCHORS `�
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE .,..:. PANEL WIDTH'�•�" t- a i W M O_
(1) PAIR REED.FOR PANEL WIDTHS UPTO 46" k'
:�_�. .;.._,.��,_..�,.
MATERIAL SHALL BE'BEYOND WALL DRESSING OR STUCCO. ./. n,--�_"� (2) PAIRS REOD. FOR PANEL WIDTHS ABOVE 46"
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. i•ti i - � I � t .;
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. '"`"""`SEE CHART FOR WIDER PANELS I.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS,THAT .:91 I
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE TYPAL ELEVATION I I
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. TESTED UNIT
JAMB.ANCHOR SPACING
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 15'MAX, FOR INSTALLATIONS INTO CONC., WOOD
AND METAL STRUCTURES E.
FOR A SITE SPECIFIC PROJECT, i.B. LIFE SAFETY OF THIS PRODUCT,ADEQUACY - i�
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR I ;
.WATER INFILTRATION RESISTANCE ETC. ro!
.:CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
'.:AND TO BE REVIEWED BY BUILDING OFFICIAL.
ALL ODOR INSTALLATIONS MUST BE IN ACCORDANCE WITH
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION EGS INSTALLATION INSTRUCTIONS. !m{ $
.IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ALL SEALANTS TO BE 7REMC0 SPECTREM 2 OR EQUAL. Ic o' 1
LABELING TO COMPLY WITH SECTION 1709.9.2. (EQUAL SEALANTS MUST BE TESTED BY SEALANT I�I. ` ;..�','
MANUFACTURER FOR COMPATIBILITY& ADHESION). 7 FI, #29677 l,�gl
IA-CONTRACTOR- TO BE R S.0 ._I_L FOR
c SELECTION,
PURCHASE D! ir.
/„` L- TALLAIOESP NSB C S T .EIS PON. RCWSE AN
lKK� J._. -. (�G _ t�E'_ L , p� •! INSTALLATION OF THIS PRODUCT RaSEU ON THIS PRODUCT EVALUATOR
"+J .�.J )•. lUX • ':� 1 FRONDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
G I 1
DPP, .I ON THIS DOCUMENT. J� �• 'e(�I n��Q{t
0. ALTS CD BY A EYALUATON DOCUMENT WILL DC CONSIDERED INVALO IF i
ALrEREO Or ANY MEANS.
k✓- C-SITE SPECIFIC PROIET•SIOU.OC.PREPARED a A FLORIDA REGLSTEREOf{
O X O X '_.0.._. O X X... .0... 01Gu1LTlt OR NTCHRECT W1Rgl WILL OECONE WE ETICRRLR OF RECOIN(CO.R)l •� A - )� ./ .i�Jt .)
FOR THE PROJECT AND WHO WILL DE RESP014SIBLE FOR THE PROPER ��sC
USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED' (�•'.,• EDP dTOW11�-`TIO.i
OX(SHOWN) OXO (SHAWN) OXXO(SHOWN) ENCO EER ID DIE P.ED.FNGNF.[R SIIFIl.3UHHI TO TNG WTFli IRE SITE " 9
XO SPECIFIC DRAW NG TWt RCYLW. \\\\,, ORIDP, 19 47F
D-TAS PEO SMALL BEAR 111E DATE AND ORIGINAL SEAL AND SIGNATURE OF
APPROven-GONFIGLRATIORI�
- - -- _�,. IIIE PRUF7390NPL ENGINEER OF RECORD TiAT PREPARED R /{,// I11..Y'
"
Sealed 6/10119
DESIGN L PACITY. PSF(GLASS) DSSIGN LOAD-CAPACITY.,- PSF.,,(GLASS)
jCLASS TYPE!A!,GLASS TYPE B :GLASS TYPE A;GLASS TYPE H':
W%0 10NF D PITH RRINF D W/O RETNP D WITH REINF D �Y._,..... �... '�
P
WOR,HO91R INTERLOCKS INTERLOCKS FAHEL .DooR HEId1f+ INTERLOCKS INTERLOCKS
Maus "' ExT ) 1Nt( ) FJCT tf 1tr1( ) lxcRes ataes Exr(+) 1H1 ) Exr(+1 IM( ) Ips;
24 8170 13s0 1050, 13n0 24 - to5n: 1300 �4
30 6oQ 1350 1gs0 1300 30 - toso t3oo NOTE: 8I
36 800 1350 1050- 1300 36 - 1050 1300SHEET
39-1/4, 800 `t'15'o tas.o'` f30a .39-1/4 Ito loso 1300 BASED ONPASr
AC LEE1300-09 3SEC GUSTS) - CCGG�i
42 f ea 746 zee t65.0: t3oo, 42 to50. 13op AND FLORIDA BUILDING COMMISSION
46 600 1300, 105.0 130.0 48 105o': tJoo DECLARATORY STATEMENT DCA05-DEC-219
50 I '" 78 8 124 B 100.8• 124.8 SO
53 7.....ZbS 1.].7 7 953.._ 717.7 24 - 105.0 130.0
56 886 -i114 96.0 111.4- 30 - 1050. iJ00� V 4
60 164.0 1040 840 1040 J8 120 1050 1300. V �, Ii �:
24 i 80.0 135.0 105.0i 0 39-1/4 105.0 13010 ? i
! 30 i = 600 1350 7050.IJ00 42 1060 1300
38 80 0 ,135.0 105.0 130 0_ 48 .. -, 105.0, 130.0 �r-^
39-1/4 L 800 1330 105.0: 1300 ' _ - -
DOOR SIZES TO COMPLY WRH FBC EGRESS REQUIREMENTS AS APPLICABLE � }
42 90 748 126.2.. 105.0,. 1300 I '
48 800 13_00 10501 1300
50 - 76.8 124.8 100.0 F 124.8 m
._. __ OVERALL DOOR WIDTH V
53 { 72.5 117.7 95.1 L17.7,. PANEL WIDTH NOMINAL -_-._...___._.-,.. a
---- -- ----- NUMBER OF PANELS
56 68.6 111.4 90.0 111.4 1-••--^1/4'HEAT STREN'p GLASS �---1/4'HEAT STREN'D GLASS
so = B4.o- gao:t
PANEL HEIGHT ®DOOR HEIGHT - 2" s n
' l .090'Interlayer j 07S'Interloyer
24 ! BD 0 F 135 D tDs o 130 0.i OVERALL DOOR WIDTH ANY-CONFIGURATION = 192" ";F t,..Saflex HP Clear or Color Gloss Sa9ax CP With PET Coro . I
8y'Eastman Chemical Co.' By'Eastman Chemical CO.' O to
30 .w 80.0 z:'135.0 105:0 130.0
j
36 BDO 1350 1050-. 1300. -1/4'HEAT STREN'D GLASS --*1/4'HEAT STREN'D GLASS i Y
39-1/4 80.0 - 135.0 Iwo 130 0 1 `t i` I�C'N
(INTERPOLATION BETWEEN BETWEEN WIDTHS ALLOWED) L l Cw
42 96 80 0 ) 130 0 105.0 130 0 - 1
46 ,80 0. I.130 0 105 0. 130 0 SHOWN CAPACITIES ARE FOR I 4 1 ADHESIVE COMPOUND 1• ADHESIVEAFLEX COMPOUND ' on O a
P; '1 ..SIWJ'LEX-552 p�! �'SIKAFLEX-552 ` w q
SO I 76 8 124 8 1D0 6 } 124 B 4.938'SILL HEIGHTS 4 F 1 1 1 l 'L } N r7 m" '
SJ i •„72.5 117.7 851 t 117 7 I:LIMIT EXTERIOR(+) LOADS AS FOLLOWS .m 1 �. ). )..,,t. zse
L' ` I, . M ow.�{
56 I - 90.0 111.4 3.750 SILL HT. - 4.80.0 PSF
...- 1.-._ 3.168 SILL HT. = +53.3 PSF j
60 - 84.0 104.0. "m t .I 1 m I r-•-T-7=1
2.500 SILL HT. - SEE NOTE BELOW ._
24 F 8p 0 '130.0. .._... .. .._......._......_.._._....._.....__...... -
P 1U5,0�� 730.0 :•. ..,...:• � � . Ili I� __- I III
2.500'SILL HEIGHTS CAN BE USED FOR INSTALLATIONS .� "••_w �` • (
30 80.0„ 130.0 105.0 J 130.0 1i U 1� iI t 11 I: I
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED 1 �
38 800 - 1300 105.0 1300
: . OR WHERE OVERHANG RATIO COMPLIES WITH FBC REQUIREMENTS.
i•
39-1/4130.0.80 0 130.0 105.0
42 102 • 800 . 1300 1050. 1300^ r g, EI
48 ,..800 :.13C•
,00 ..105.0: 130.0' 7, '
SO -766 1248 100.8 124.8' ✓ ^ m}
UPTO h INCLUDING 9'-0'HIGH DOORS UPTO 10'-0"HIGH DOORS
53 -_ 951 11771: . !-
56..
'24 ,; _.800 1300 105:0" 1300' c m( .
Jo } Boo i�00 105.0 1300: .C.L.�7 LCx P'FTIULV. Na I
36 > 80.0 13110 105.0 130.0
g,
'.39-1/4 108 -B6
0 1300 1050 06.0 llrr�/�� "'-
42 4_BDO 1300 .1060. 13017... !AN,
� .
46 800 130 0 105.0 730.0 .i/�+: )�• "'• F t 9
SD I. 1006 124.8.:'
53 .9,511- ]17.7..:_
\� OP 'ter i dr111awing 'f no.
FL #29677 \ pPdA4 ;9088!2 of=a
Sealed 6110119
i
1TBAb ANCHOR L1SAD.CAPACITY PSF 1IIdD tt1CN08 LOAD CAPACITY PSP 814E ANCITOIt LOAD,.C(PdCIIY PSI+ Sd4 A5080R 1AAD CAYACOTI . PSP ! Q� .N �Q .SEE ELEV. FO SPACING
C AN OWR TYPE B ANOIN TYPE a, --- AT HEAD -' R
DI°
'd'A7igTOd9 4 ANLNCB6 a Wclttl89' (i,AENOHOd9 1 ANLYtb89 d AKO90R9. C90TW. 8 OSU71E[ �'ANL`SOt9'81KlfiWLC� TYPE'A- ,},/4' y�U�RAr N_ tw0" (Pun177 KSI.Fy-ISS KSI)0 414 As*v ,Ai utu.� ATIm.1 As 1tia. IT VIO: _At 1iPG. Aim., �; :7T in. iT��' INTO 26Y WOOD SUCKS OR WODD STRUCTURES
;
PANEL Mm DOOR 08_,DO3 6,0:8sig49'J MR @IDS PA193.NWM: DOOR SNeER!>9 47S81If =LKIM PMO„WM DOOR 6TI1S.19#D5 BI7LI� PAFIEI,WbOi_ D90R �CW9 9iWi _ PENETRATION INTO WOOD
NWARN. FWKi1R EXT(+} EKF{+)F TXT'{+}' N411Q01 }IEWNET DIY(+} FXT{;}" IX[ t+} EYJYDHt HESD#S L'Xf','{+ Ef(i'(X)< tWNflIQ..'ERtOIR' EXT-{+} ( 2"MIN PEN
_ RNr 11rr - N E."" - # 1Nr 1 t 19a0s " # INE CONCRETE
_.._
24 t' x`35:0 35 O' 155.0 24 135.0 135.0 135,0 I,4„"..' 1J5.0 1354 ...24 .c, I:Y35.o (Y135:0 1-1/4 MIN. EMBED INTO CONCRETE_
�` ,35.6 1356" ,'-tl�- 3a ;33:0 135.0. ,35.01 3a . 135.6 ,350_x, 3o 1330 E 1350
30 I # ) ^"^'�-�i4i "' E 8- ,1//4'Ol LLTRACON BY'ELCO' (FUM177 KSI,FY-165 KSO (L
36 f 1J..".0 135.0 t t35o 36 i2S,.7 -5287 U5o 36 138.0 1340 36 t?9,7 1350._• Y INTO CONCRETE
39-1/4 133.6 1390 ,350 J9 1/4 114 {l7_� 1172,..; 1350 38-t/4 135,q 1350 39 t/4 ft4 11.72 t3 O , DIRECTL RET
�` (({ t-3/4" MIN. EMBED
42 1350 135.0 1340 42 tilt 111.2",. 1350 42 84 135a 135a 42 .k f1t2 1350'` I ."1"j
l 84 E
`" ` - TYPE 'C'- 4 DIA. SELF DRI LNG SCREWS (t3U0E 5 CRS)
s0 tss.o i35.o ,350" 4e ,003 loos 1350` 40 i35.o I t3s0' 4s ,) 1005 ,s5o 1/' L
5a f35.0 135.6 135.6 5a 07.6 978 1350 50 " 't SSA (1,3�5.0 50 9T.8 535.0 INTO F.B.C. APPROVED MULLIONS
53 135.6 135 0 139 0 24 139.0 138 0 135.0 53 135 0 1 135.0 24 ;'E 131LO 135.0, OR k
i3s.0 1338 i39a .0 1354. 1350 135 # 35a 30 .1350 t35.o INTO METAL STRUCTURES (HEAD/JAMBS)
Ss30 135 56 0 i
j+rli
THREADS MIN,TO EXTEND BEYOND.METAL THICKNESS G'
60 - 134.a _.1340. t 1350.,.. 38 716.3 718J 1350 60. t34.a 1380 38 t20 1183 1350 (7) Z
126 _ - - M: 1/B"TW. MIN, (6063-T5 MIN.)
24 t390 1350 135.0 39-1/4 ,10.2 1102 135.0_" 24 1350 1350 ,39-1/4. 1102 138.0
ALUMINUM:
30 1350 135 i 15so" 42 io45 ,045 t35o sa t3 0 1350 . 42 Eo4s 1350 STEEL: 1 8"T}{K.MIN. Fy = 76 KSI MIN,)-
Zc3
,,....,,. _.„, ; _...»._m ti (STEEL IN CONTACT WITH ALUMINUM To BE PLATED OR PAINTED)
30 ! 133.0 {350 1390 48 }� 1 94.3 64.3 135-0 38 135.0 1350 48 943 ): 135.0
39-1/4 j 735.0 t3SU E 7350 39-1/4 -.135.0 135.8 --AT SILT.
--_
42 135.0 135.0 139.0 42 90 _.1350 1330 TYPE 'B- / " .. X''9 '. (F.-177 KSI,Fy-155 K.)7 ll m
_ _�
48 1350 S35O 5350 46 �:: 1350 1330 i
50 1336 1336 1�_350 5o t,, 1336 t35o DIRECTLY INTO CONCRETE
53 12_6_0 t29a 135.0 53 1290 1350 1-3/4"MIN_ EMBED
58 129.1 175.1 -135.D SB 1' 1251 13S. _,
00 ' 120.6 120.6 135.0 80 1 120.6 .1390 TYPE •D'_ 1/4'7 DIA, tL AGON By 'ELCO` (Fuai77 KSI,Fyw755 KSI)� � }'W M�I
24 f: 133.0.... 535,0 ..-135.0Q 24 °_. 135.0 138.6 #ZQ t4a#r11_j {I
THRU ,BY SUCKS INTO BLOCKS
30 135.0 135.0 135.0 30 �' . 1390 1350 ' 1-1/4' MIN. EMBED INTO BLOCKS O
38 135.a 135 0 13510 36 E 135.0 135D-^-r"'Tis I DIRECTLY INTO BLOCKS Z
39 1/4 # 135.0 1350 0 39 1/4 i. 1350 1350
42 98 7350 1150 } 5350_ 42 96 139.0 f 1394 t-1/4" MEN. EMBED INTO BLOCKS a- # i
48 ). 125.7 125.7, 135 0 48 125.7_ .135.0- lJ
S TYPE 'E'- ]/4' DtA- HLTfiAY DN BY 'EI,�O (Fu-177 KSI,Fyw15S KSI) 3 x
_. NE�fn C1 i.
5a 122.3 1z2�. 1350 50 122,3 135. INTO 29Y WOOD BUCKS OR WOOD STRUCTURES n m
__
53 i. 7tt.e 1179 1350 53 tt7.e f35a 1-112" MIN. PENETRATION INTO W000 ( :tax. , t2
ss 1 141 1ia1 T isso__. 5e it4.1 tt 1330- THRU 1E3Y BUCKS INTO CONCREEE {{ ;a W M° f"
60 109.7 109 7 138 a BO 109 7 4 135 0 1-1/e MIN. EMBED INTO CONCRETE t
24 135.0 13*.0 N 135.0 24 135 0 133 0 ' '
30 '- 35,0 133.0 1350 E 30 5354 1350 DIRECTLY INTO CONCRETE
30 t: 1356 1550 {{{{ 1_390_ 3s 1-3/4" MIN.-EMBED INTO CONCRETE
1 i
39-1/4 134:3 134.3 t"IZZ 39-1/4' 134.3 1" 135.0 TYPE 'F'- 1414 SMS OR SFI F DRi 1 ENG SCR_FWB (GRADE 5 CRS)
42 stl2 1277 1277 1350 42 102 127.7 1350 INTO F.B.C. APPROVED MULLIONS I`
48 i if80 1180 7350 48 _- c
.:. 116.0 135 0,,, OR
--. INTO METAL STRUCTURES (REPO/JAMBS)
50 s 7126 1?2.0 1350 90 112,8 1380_ 3 THREADS MIN.TO EXTEND BEYOND METAL THECKNESS
53 I 100 5 108 3 135.0 53 ,68.5 135 0 O
56 - ii148 -5040 L 5350 56 :s. 704.5 ). S3S0 ALUMINUM: 1/8"TRK. MIN. (6063-T5 MIN.) <_
"."2a t 1a4.a 1366 1350 z4 �,' t35.o 1350 STEEL: 1/B"THK. MIN. (Fy= 36 KSI MIN.
E „w_ ___.. (STEEL IN CONTACT WBN ALUMINUM TO BE PLATED OR PAINTED) `V�
3O i --535.0 1350 1390 30 535.0 #p�31,0_' (� ___. ......._ ......_ Li
36 134.0 { 739 0 36 134.0 i35.0 - �� - - - - - o! E
39 1J4 l S2g2 5252. 1390 '39-1/4 125.2 36.0 gNCHOR EDGE DESTANGES ��?S
42 108 ..«1109 1109. 1350 42 1W 116.9 U50 INTO CONCRETE = 2-1/2" MIN. g "�
INTO WOOD STRUCTURE= i" MIN.
' 48 1077 t0i7 j f350«, 48 107.7 ,380_ INTO METAL STRUCTURE = 3/4" MIN.
......_..._ .._ .�
50 7047 704.7'7 1350 so 76.7 13s.a
53 1005 700.5 7390 53 700.5 135.4 WOOD AT HEAD OR JAMBS SC ."0.55 MIN. `�C ' ;:,•
CONCRETE AT HEAD. SILL OR JAMBS f'c = 7000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f m = 2000 PSI MIN, NO 7 5
4YERPLL DOOtt WIDTH 1•� OP ti4 drawing no.
PANEL WIDTH NOMINAL"NUMBER OF PANELS , ORlOK..''�\ )g- 47F
,
)677 `✓��pPt�i.7�t,�'• h0et 3 of $1
PANEL HEIGHT m DOOR HEIGHT 2' FL #2$ _ Q1,.....t1)
���� Sesled 81,0119
1
",:'" `•"'."...."•. ... ... TSPIC!1l.ANCHtl�iS-IN PAIRS TYPICAL ANCHORS N PAIRS .
.SEE ELEV.FOR SPACING ...... ... P CAt 0 1 TYPICAtHQtiS 1N FAIRS
SEE Et1:V.FOR SPACING SEE E .FOR SPACING ,-,METAL ,
AND SHEET 3 FOR QUANTITY -ANp SHEET J FOR QUANTITY SHEEP 3 FOR QUANTiT'Y V,STRUCTURE }
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i I Hii H ALL JOINTS AND FRAME CONNECTIONS SEALED WITH FI
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SHEET T 2 FOR OR WTTH EXPANDING URETHANE FOAM, + '
s SILL ON5
x 4.e39 ALL INSTALLATION'ANCHOR HEADS TO BE SEALED 4�
3 lip1 20 i : j ! J780 & EXPOSED ANCHORS TO BE CAPPED WITH ALUM. r P� !
i It sl i 2• ( r BUTTON COVERS.
#
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a• W1^a ti 1'c a 5000 PSI MIN.
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••.-••, - ".;'4'^ 2 711 VIfR1 50N)ING"N. •: Yc OF
draw
NOT BY ECS[NIL LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER �i(� ` Ing' no
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::..••^SEE EUW.FOR SPACING' LOADS TO STRUCTURE
;.
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(TOTAL OF 5 SCREWS) 1.,,_.._.._ .. .. _. -._PANEL WIDTH .. .. �lCHARTS ON SHEET 2 �a W N d
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1.194 1.194 : .. _ e LOCKING STILE. t�g1. MAJOR INTERLOCK a-
p' .. 4.094 i - 4.000 ;-1.250- .. ..._.....,.;...._. '� .. :. _..
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514 .189 1.088 .109 ----^ --y 504
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roti MOVING BOTTOM RAILS FIXED BOTTOM RAIL 41., SHEAR CUP 442
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f12R •17J GLASS ADAPTER
.'
2.101-.. �.re. :,2.227._..�c�., : �:�r
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4.039
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FRAME SILL ;j;B\ - Jt ...PANEL.REINF.<. L..#296
t 1... . ... -,-. l F.1?AME..SILL .. _.... ..MOV._P_.. ..- F 7"I -
w.___..
Sealed 8!10119
........... ..l -_
` LTO NO PART NUMBER i QUANTITY ,_DB6CRIPTION MATBR]AL I4ANP/SUPPLIBR/RBMARLLS r W
FRAME HEAD
6005=T9/Bi DS t5...
?A EGS 587. _..7 _ FI7lUtE�S ILL(3-J/4 HIGH_ .._ _ 8005-T5/8105 TSV
1 FRAME SILL(4-15/16 HIGH 800S,•re-75/6195.LS. �•+V ° J
/ 20 EG$ 580 ?.1 ..FRA41E SILL- 2...1 2HIC ..— FI
so9s 78 6105 T5
J ...ECS 587 2 FRAME JAMB.W/0 POCKETiU
.. :.i £ ..... „. .. ...
_ _ - _
3A-�` E05 55J 2 ALT FWV,IE JAMB W/POCKET 6005 75/81Q5 75
GS 573 . ..... 1%MOV.PANEL :MOVING HOR¢:BOTY.RNL`••...,.• .... .°8665_••-T5 6103-T5'. .
E -
_
- - -
• 5 f45 572 z 1/FIN PAN L FIXED NO �
e EGS 571 f/PANELE. TOP RAIL 6005-75/8105 T5 I. -
:,..,AS REDD. FIXED STILE Ti
6C
OTT L "
., - AS REDD LOCKING STILE:..:- BWS-75/6105 TS�4` - �� g `{
6 EGS 575
9 _ ECS 576- AS REDD MAJOR INTERLOCK i 800.9-TS/fi105 TS ( r )
- "
`�•`�' 10 ECS 577 _ AS REDD •MINOR INTERLOCK 6005-75/B1 �5T5� Q
• - ..{{tJy,`�� 11 EGS-061 AS REDD STILE ADAPTER. _ _.. 8005-T5/6105_T5
<ai 12 COS 588 AS_REOD DOOR SWEEP- -u~ —_ ..._. 68063-75/6105-TS AT TOP OF MOV PANEL k. t
•i a 13 „Ef.S 570 - AB REDD GLASS ADAPTER - - � I600-T!5/61105 T5
FRAME TOP CORNER. ._. :_ - -- - < • ,., '
14 EGS 570 AS REDD JAMB COVER 8083,75/8105 T5 --
' 16 EGS 72 AS REDD 9/16 GLAZING GASKET SOFT PVC TEAMPLASTICS (BVC INC)
j t
17 _TX1142SE -- ? 2/LRE I SE1TiNG BIAGKS.4 LANG ®10 FROM EACH FND •EPDM •�~��tt TREMCO I
- 19 28027046/7527 BOLI-4 AS REDD. I FlNSEAL WOOLPILE AT HOR12 PAILS I AMESBURY
20..E--T-28360 AS REDD. .- OND FlNSEU.AT MOV BOTTOM RAIL ULTRAFAB(280H X 360 BASE) r co.,�J
t I 7 .. ......,.. "..� __......,.._-....,....y kik 0i
21
38027046/7537-6011-6 AS REOD FINSEAL WOOLPILE AT Flx BOTTOM RAIL AMESBURY ' M
1 ... _. ._._...
I 22 2f027045/7420 8011 T A5 f1EOD FlNiEAL WOOIPIIE AT VERT SOLES k SWEEP �.w- AMESBURy••__ I E; W M
4' ,
1 .t ? 27 f. 3/4 T 2/CO1tNER FRAME ASSEMBLY SCRElY6 ..ST STEEL - PH SMS
r. I-
.. ! ( 28 -'k (112 X I-
2/CORNER j PAN0.ASSEMBLY SCREWS. _ _ ..ST STEEL. TH SMS .._..- 't'..0 N _
2/MOV.PANEL'TANDEM ACETAL WHEELS IN METALLIC HOUSING - T, DUAL ROLLERS
1/MOV.PANEL ALU
TA CHANNEL.,FULL WIDTH OF PANEL _ 6063-78/8105 TS
•
32 _ .... .... ----AS READ INTERLOCK REINFORCEMENT _. .^.�� .." _.-STEEL 1 1/2 %3 X 11 G.A •...� LJ m
T �!. 3
''+a,� I• 33 y
AS WW. FlX.PAHEL DUP-(AT FRAME HEAD/SILL) •- ._ ALUMINUM -- �2%J•% 1/8'% I-7/8 LONG !L--pj O:r
_
,•''.:� ;'�.,,� �•''r J4 •- u 7 AS READ RUBBER BUMPER • 1/2 X 1/2 SO %3/16 RICH I N1 m Si
r _
35 64J0-00-08 OR W5208-NM i TRIMSEf PULL.. PDS REBN OR BNASS(PVD) ADAMS Rf1E OR ASHLAND �r W W
...._...........�..._ .... ..�. "d
n CL
J6 I� MS1847 09 L 1 DEAD LOCK MOUNTM W/'(2)A8 X 1/4 FH SCREWS ST.STEEL ADAMS R17E I 1 t
4801,05 t S06I(E YOUMEO W/(2)�B%1'PH SCRE7Y5&P[ASTIC SHIM _ S7 STEEL_ ADAMS RTE --�,-
ti _._..._ r
{ 38 4432 OR W5408-PP30 1 DUMMY TRIMSET PULL.
,,.,.,._ �: ....�� A85 RESIN OR Bk15,5(1"N) ADAMS-.RRE OR ASHLAND gg
39 _ TC2 1 TRACK COVER - - ST/ST HYGRADE _.._ E j [• .
— i
I Y' 40 AS REDD SHFAR CUP AT Cl.USIFRS ONLY i 8005 75/6105 T5 tL"I I•
E BOTTOM CORNER 41 _ AS REDD. SHEAR CUP AT CLUSTERS ONLY --_ 8005.-75/8105-75,,
N�•� I i
yd{ .
E a E
�'-780---I �
j
/.1111)LL`1rit, y
.520-:
HARDNESS-85 SHORE A
•...' r TENSILE STRENGTH BREAK)- 1810 PSI - 'E,ry j�$ �•§
ELONGATION AT BREAK -32D% 4� l
TEAR STRENGTH .280 LBF/IN /++rdr0wmg n0.
! SPECIFIC GRAVITY a 1.45 7
19 47FJ
RAN EL__CORNER a GLAZING C4S9
�......_._ 16� _ ,,cALE Ia.... FL #'29677 �hl,rnTTtt.r
Sealed 8/10179
2/26f2020, Florida Building Code Online
SCIS Home Log In User Registration Hot Topics ' Submit Surcharge y Stats&Facts Publications Contact Us ( BCIS Site Map Links Search
Product Approval
r USER:Public User
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" p
Product Approval Menu>Product or Application Search>Ap7iF7
FL#mamma Application Type Code Version
Application Status Approved
Comments
Archived
Product Manufacturer EGS International,LLC
Address/Phone/Email 3133 SW 25th Street
Pembroke Park, FL 33009
(954)964-1441
engineers2501@msn.com
Authorized Signature ]avad Ahmad
veronica@afceng.com
Technical Representative Gary Zack
Address/Phone/Email 3133 SW 25th Street
Pembroke Park, FL 33009
(954)964-1441
gary@egsinternationallic.com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Storefronts
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
z Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the ]avad Ahmad
Evaluation Report
Florida License PE-70592
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Ammad Riaz,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL21899 R1 COI SS-Ram art Series 5.500 AI m01 .p
Referenced Standard and Year(of Standard) Standard Year CA lRY
AAMA 501 6 �20 .�
.��
ANSI 297.1 00,��
TAS 201
OZ, 9P4, �® 1
TAS 202 I'
TAS 203 w1. �9�®�,`'d V
oj
OIJ 7.v
Equivalence of Product Standards Cc IV
Certified By
https./Ifloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqufjgQzTt6YQlirJOPONST4LlM6ps5hiZEe%2faofwiAsXw%3d%3d 1/2
2/26/2020 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 11/29/2017
Date Validated 11/29/2017
Date Pending FBC Approval 12/06/2017
Date Approved 02/13/2018
Su Products
FL# Model,Number or Name Description i
21899.1 Rampart Series 5500 Aluminum Large missile impact resistant aluminum window wall system. I
Window Wall System
Limi of Use llation Instructions f
proved for use in HVHZ:Yes FL21899 R1 II SS- Rampart erie 5500 Alum WW i
Approved for use outside HVHZ:Yes (LMI)-2017 DWG W16-66.pdf
Impact Resistant:Yes Verified By:Javad E#70592 I
Design Pressure: +100/-100 ependent Third Party:Yes
Other:See attached drawing W16-66 for span vs load Evaluation Reports
combinations and installation instructions. FL21899 RS AE SS- Rampart Series 5500 Alum WW(LMI)_
PAE 2017,pdf I
Created by Independent Third Party:Yes
21899.2 Rampart Series 5500 Aluminum Small missile impact resistant aluminum window wall system.
Window Wall System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL21899 RI II SS-Rampart Series 5500 Alum WW(SMI)=
Approved for use outside HVHZ:Yes 2017 DWG W16-68.pdf
Impact Resistant:Yes Verified By: Javad Ahmad PE#70592
Design Pressure: +100/-130 Created by Independent Third Party:Yes
Other:See attached drawing W16-68 for span vs load Evaluation Reports
combinations and installation instructions. FL21899 RI AE SS- Rampart Series 5500 Alum WW(SMI)_
PAE 2017.Ddf
Created by Independent Third Party:Yes I
Bach Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:650-487-1824
The State of Florida is an AA/EEO employer.Copynght 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 emails
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 dick here.
Product Approval Accepts:
F"
Cr�dd Card r
hfps:/tfloridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDqufj9QzTt6YQlirJOPONST4LIM6ps5hiZEe%2faofwiAsXw%3d%3d 2/2
.-�.%au,"-
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS &"PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER#61G20-3 • METHOD 1 OPTION D
FL 21899
Date: 11/22/17
Detailed Product Description:
Manufacturer: EGS INTERNATIONAL, LLC
Manufacturer Address:3133 SW 25T"STREET. PEMBROKE PARK, FL 33009
Model Name: RAMPART SERIES 5500 ALUMINUM WINDOW WALL SYSTEM
Maximum Panel Width:72"
Maximum Frame Height:120"
Maximum Load:+100 PSF,-100 PSF(Large Missile Impact)
Installation Drawings#W16-66
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)
"ASTME283 Air Infiltration Architectural Testing 02/14/2017 G3802.01-450-187.Reed,PE
A.Reed,PE
Leakage
ASTM E331 Water Architectural Testing 02/14/2017 G3802.01-450-18A
or ASTM 547& Penetration
TAS 202
ASTM E330& Uniform Static Architectural Testing 02/14/2017 G3802.01-450-18 Joseph A.Reed,PE
TAS 202 Air Pressure
Supplemental Tests(Tested in accordance with TAS-201 and TAS-203)
FBC 7&2
Large Missile Architectural Testing 02/14/2017 G3802.01-450-18 Joseph A.Reed,PE
{TAS 2Impact&Cyclic
ANS
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: �A �,�''
ti.
Na 78592
.9'•
ST * OF
4'w,
F1 Javad Ahmad PE#70592 "%�"�F mo' I6P`��a
AI-Farooq Corporation EB#3538 "4111,,,,.•%%Swlee:1128=17
9360 Sunset Drive STE 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 www.afcena.com I alfarooq@afcens.com
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I I 7YP. MAX V) Z 3 Y
HEM/ILL HEAD/SILL!' Z
I ANCHORS TYPE A B OR C I ANCHORS TYPE A, B OR C L` ANCHORS TYPE A, B OR C _In
--3 AT EACH JAMB �--3 AT EACH SIDE-OF MULLION 3 AT EACH JAMB M GO
SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 M W
W n(L
TYPICAL ELEVATIONS
RAMPARTSERIES_.AM I DAYI ITC OPENINGS SINGLE '0' PANEL,
ALUMINUM WINDOW�tiYQLL S-ySTM_(L.M•I,:� DLO WIDTH FRAME WIDTH - 4,50”
DLO HEIGHT FRAME HEIGHT — 5.50"
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA o R
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). -
.' 1B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE -- ---- c
•. DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.1. H 3
TO THE BUILDING STRUCTURE. ��--- -- -
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: THIS SYSTEM IS RATED FOR TARGE & SMALL MISSILE IMPACT. :.
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. SHUTTERS ARE NOT REQUIRED.
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED FL #21899
ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE USING
i ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. APPLICABLE ASCE 7 STANDARD.
ING INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATIO \L�-1n
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 111171�)r7-) <
.`. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND NG
W°'
CHECK DESIGN LOAD CAPACITY FOR A GIVEN SPACN%
: 2 AND HEIGHT USING CHARTS ON SHEET 2 PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ' `
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. Ah
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. ox THIS DOCUMENT. J •''
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF.'=
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY STEP 3 USING CHARTS ON SHEET 2 SELECT ANCHOR OPTION ALTERED BY ANY MEANS. N0.70692
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED' i;'
r WATER,INFILTRATION RESISTANCE ETC_ SPECIFIED W STEP T ABOVE. ENGINEER
OR ARcxREci WHICH wlu eEcolu:THE ENGINEER OF RECORD(E.o.p.) _ o
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SEP TME LOWEST VALUE RESULTING FROM S1EPS 2 AND 3 FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER. q� _ -
AND i0 BE REVIEWED BY BUILDING OFFICIAL. USE OF THE P.E.O.ENGINEER OF RECORD.ACTINO AS A DELEGATED `
— --
TWIT EXCEED THE DESIGN WIND PRESSURES DETERMINED ENCINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE-`�O B d�OwiTig no.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION THRU STEP T SFULL APPLY TO ENTIRE SYSTEM. SPEanc oRAvnNcs FOR REVIEW. �/�•''• D^•''G�._ w16-66,
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. FOR SYSTEMS WITH UNANCHORED JAMBS,USING SHEET 4, !D-THIS P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEN.AND SIGNATURE Oe' -.--
LABELING TO COMPLY WITH SECTION 1708.9.2. ' DETERMINE THE MIN. &MAX.CAP DIMENSIONS._ - _THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, /�`D�P.LL \ -sheet of 6
,,..... _... .. :.. ,.:,_ ,.,,;_.,. ._, .. .. ........ ..... .. .:_ _ ._. .... :... ..-_,_..,. -., ,. „_.e. .., a-�......-,.�....,.,. _. ._.__ -....._�.. ...
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4:
DESIGN TRIAD CAP�CCITY BF
A, ANCHOR LOAD CAPACITY-
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NOMINAL DIMS. NOMINAL DIMS.
Typg"w'-,
TYPE V --A-pv"A!,i -TYPE
MOTH(W) FRAUE HMOKY: INT.(-) TYPE IS,
$EXQ+)� INT.(-)'l
EXT.
,.
JDO.O_�,.Iwo-:1100.10, 100.0 WID7H 'FWHEIGHT
42*
G3 -i&O ""Sol...... '-foo.0 100 A,
.; .0
48' 106.6 foo71 100.0 100.0 IL
i6b.b 42' ioo
100.0,I 6O.V w
54' 98" 7iob.ij-� 7 100
66.6 00.0
48' - 10 00 45* 881 1006 .6
72- 100.0. 1 54' 96" 78.3
60, =1603 Ficar 1.0-0.0
109A. 100.0,_ 94.0--:
Be, -90.9-: 1,00.0, so" L�J*O 1000 10,0.0.- so, i: 70.5, BoaJ L,
72' 113.3 4 1-l000. 66" .1 72011-0. 1 F-
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100.0 100.0 106.0 .13 24
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48' 102' W, 003 42 i J0000. iou.oa. 100sP 42 90
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48'
:...__Ioo.o too.0-1 100.0'. Big --100.0.
L=
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60' 166.0 54' W6.6 54*
78' 1 100.0 102"
66' 90.0 f06.0 Y0.9100.0 WIDTH (W) WI 60 66.8 106.0 60,
I 160.6- `66.4
36' 100.0 100.0 100.0 AT FRAME JAMB 66' 76.9 94.7 z 66' 60.3 100.0 72-4.
JQO.O 0 !L
42' 100.0. JQO.Q7 100.0. .0
1*"'o 100.0 100.0 WIDTH (W) W2 + W3 72' 72.3 100.0 86.8 36' -t
-1 UO � 1000 �100-0--
36* 14.Q 100.0 42- -9-p 1000 1011.0
108' AT FRAME MULLION 2 00.
0
4Y
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54
60, 100.0 IGO.0 160.0 48' 100.0 100.0 106.6 69.6 f 838
66" -90'9' 100.0 24.9 100.1) 5e 84' 89Z 100.0 100.0 60' r-I,)62.7
100,0 75.7.
36" 106.6 -100.0 100.0 100.0 60. 80.6 100.0 96.7 66' 57'0 AOMO'
68.4
42' 100.0 i,1600 100.0 100.0 66" 36,
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48' 120" 11000 :1000 100.0 60* 75.2 96.2 : 42- 96.7 62
i27' 120" 70.5 106.() L 84+.6
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INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. fi
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INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. M
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1/4"HEAT STREN'D GLASS SEE SHEET 3 FOR ANCHOR DESCRIPTION.
.090"Interlayer
Sentry0las
SILICONE By'Kurcroy America,Inc!
TREMCO SSG PROGLAZE' HEAT STREN'D GLASS
a
00
MULLION'MI' MULLION 'M2'
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115.440.1 5.50 11 IALUMINUM ��'15.4STEEL 40 V 5ZO m
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No.70M
GLAZING DOM Z
NOTE:
...
GLASS CAPACITIES ON THIS SHEET ARE .;.... . % . .1 W16-66
BASED ON ASTM E1300-09 (3 SEC. GUSTS). FL #21899
Sealed:11/28/2017
.. .-.._
EDGE DIST
EDGE DIST 18Y OR 2BY S .S. -SEE
ANCHORS
TYPICAL ANCHORS - - - BUCKS ----------------------
WOOD MET
t SEE ELEV ( STRUCfUR 'FOR SPACING _ 1O
FOR SPACING u_�' <i • ? _ ;. I I
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EDGE I MULLION h MUWON ANCHORS
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WOOD BUCKS AND METAL STRUCTURE NOT BY EGS
it MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ;oma
AND TRANSFER THEM TO THE BUILDING STRUCTURE. ,,0 0 r i
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o i TYPICAL ANCHORS;,SEE ELEV. FOR SPACING .F N p
TYPE 'A!- 5/16 DLA ULTRACON BY'ELCO (Fu 177 KSI, Fy-155 KSI) a U) w
THRU 1BY OR 2BY BUCKS INTO CONCRETE
! l i 1-1/4":MIN. EMBED INTO CONCRETE (HEAD/SILL)
li
ANCHOR EDGE DISTANCES
INTO CONCRETE - 2-1/2" MIN. ,
! ! INTO WOOD STRUCTURE - I"MIN.
L . _— - _—- — - —- —- —-_—-— -— — - —
! TYPE'B'- 5/16• DIA ULTRACON BY'ELCO' (FU-177 KSI•Fy=155 KSI) a
j j> DIRECTLY INTO CONCRETE
162. 2"MIN. EMBED INTO CONCRETE (HEAD/SILL) u
! !� "- Aur.HnR cnrc mcr_euccc
i 1 r2 INTO CONCRETE= 2-1/2" MIN.
TYPE 'C'- 5/18'DIA T Kc OR sELF DRILLING S_ Ewc (GRADE 3 CRS) H o
O INTO F.B.C. APPROVED MULLIONS
OR
INTO METAL STRUCTURES (MEAD/SILL) ����p.D..+FO/(g
+ y (3)THREADS MIN,TO E)(TEND BEYOND METAL THICKNESS �� ,P VOBN3�c
ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.)
STEEL; 1/8"THK. MIN. (Fy 36 KSI MIN.) _ No.70882
a i •'•• I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED)
ANCHOR EWE DISTANCES
TYPICAL ANCHORS • II INTO METAL STRUCTURE 1/2" MIN. drawing o no.
f.e 'SCJ
nSEE ELEV. .«. — .,— .—.—.—.— — . —.—. — ._ �i •• IDS.
FOR SPACING EOCE DIST. WOOD AT HEAD OR SILL SG m 0.55 MIN. W16-6g,
CONCRETE AT HEAD OR SILL PL: = 3DOO PSI MIN. FL #21899 �� Y®NA1"Ott -
sheat_ of 6..
Sealed:11/28/2017
V
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15 REINFORCING AS READ. 1G N`•g'.
SEE SHEET 2 N L�
812 X 3/4'TEKS ; FOR CAPACITY W �
(2)AT EACH END C "Adm
O +, (1)IN BETWEEN 3'. 4 i ��.(LENGTH 2/3 OF SPAN)
AT I
C 0
,BY _.... .. . .., .. ....... ... ..... ... &O
WOOD BUCK .._ .. • ..
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DOW CORNING 790 QQ
1'2'M11IN DEPTH 1/4'MIN. 1/2'MIN. A Z
I.MAX. N d I
SEENOTE -'J:.'•__._.-�_-...�._ .. .FRAME WIDTH ,. -- .',_SEE NOTE•
BELOW ._,.._._._.�_._............._- __..-,___. .___. BELOW
M_
NOTE:
MAX. MOVEMENT CONSIDERED=1002 STRETCH.
PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION
MANUAL.FOR COMPATABILRY OF SEALANT TO SUBSTRATE k WINDOWALL
MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY.
REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES.
ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY
ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. O
GAPS LESS THAN 1/4'MAY BE DESIGNED BY ENGINEER OF RECORD BY
u
THE USE OF BOND BREAKER TAPE OR 15%OF CAP ALLOWED MOVEMENT. �
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No.70582
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FL #21899 �,,/ON►lai.����. .
filla I' shaet_4 of.6
Sealed:11/28/2017
1 ITEM NOst PART NUMBER QUANTITY DESCHIP71ON MAtr$RL1L MANP/SUPP, BMAR$3 "� w. ;
2.628-=� 1 250 -'1 t, - EGS F3 AS READ. FRAME HEAD/SILL _.. - -6083 T8 - , ,�„ e
•
6063-T5L - io
.125 .. ..--
EGS F2 IAS REQD' HALE MUILON 4Y _.8005 TS - q 3
2,250 AS READ. JAMB/FEMALE MUWQN ........
• �
P
' 5 EGS-FB AS REOD ADJUSTMENT RETAINER CLIP 3 LONG 6063-T5
1.750: 6 - - - ICS TtEQD' ANCHOR CUP 12 LONC 8005 TS
' .,..,.7 .._ EGS F7 AS,R_EgD_ EXTERIOR.�(ERf SPACER EPDM TREMCO DUROMETER 8015 SHORE A r..
a o
8 EGS48 AS READ. EXTERIOR'HORIZ.'SPACEa EPOM 'TEEMF.b,DU'ROMETER 70#5 SNDRE'A
—-5.280— ' - EP4M TREMCO, OUROMC:7ER 701$SHORE A pJ
.. ...... 9 -..EGS-FG. .. AS-REQD. INTEMOR_wEDGE.4ASKE7. ...... ...._..... --. -`.. .....:........:_._.�..__W:..:.- '.Ota LL
10 EGS F10 AS REQD. SETRNG BLOCKS AT 1/4 POINTS,4-LONG EPDM 'GLAZING RUBBER DUROMETER 8015 SHORE A m�
1 FRAME HEAD/SILL T) 13/8.=16k 1=3/4 1/Cup ADJUSTMENT FASTENER'AT SILL � ST. STEEL -��r�-M�_ `___•_�„`•�• �(4
Qy
. ,..12 ____3/8'._..3/8' __. ,1/CLIP NYLON..LOCK HEX,NUT AT SILL - ST STEEL
4.115 13 d14 X 1-1/2' 4/CORNER ASSEMBLY FASTENERS" -- _ - Sf STEEL PH PHIL SMS
yyUN1 O
14 _FISS3%1 7/2.` AS REQD. REINFORCING TUBE(LENGTH=..2/3 OF MULL HT) STEEL__ A36 ..•••`,� 'Q a Q
C
15 /12 X 3/4 TEKS AS REQD REINFORCEMENT TUBE FASTENERS ST. STEEL (2)AT EACH END k(1)AT 15 O.C.IN BETWEEN IL 2
.094 '235 18 ECS` F12" AS REQD. 3/4'%`3/4-X_.062'ANGLE, " ALUM Ai TOP&BOTfOM OF JAMBS k MULLIONS J7 Z m0
...17.,.. ,.EDS F1.1.77._AS.REQD. ,4 LONG.GLASS_SPACER, 6'FROM TOP&BOTTOM .ERDMm DUROMETER 8Ot5.SHORE A - - -
1.020 .360
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-GLASS STOP . . '
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1,.594:-aS. .3 J rn
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4.178 w N d I
5.562 14
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187 N1
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1.072
�i 1.159 M- _ 14. ___.. REINF. TUBE
OMALE MULLION - 1,352 _ c
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2.250 ,57 45 ,420 I17-1260
.250 —�f —1
.094
1.812 .350
Od
..125— EXTERIOR VERT. SPACER o r2 o
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4.175 5 RETAINER CLIP SCALE 1:1 _
5.562 \1 1T1 c
2.354 ? .280•-•
'59"
590 N .1 ad
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1.072 1375 I' .125 _ _ 5
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-4.2901--
3
� •'•.• drawing no.
2.125 3979,..::.. .O O .280 ��•,,. RLOI;.•'G��Q,
` W16-66
4 e EXTERIOR HORIZ SPACER INTERIOR WEDGE GASKET0 �1.
_......JAMB/ It
FEMALE_MULLION.......:_ _ _..AN.OHOR,CLIP....... SCALE.1:1 ..._...__... ....._.._..: SCALEAA.. FL '21899
Sealed:11/28/2017
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no a e escn ion
m( xwc..5/e -r EGS INTERNATIONAL, LLC mumbi3r.&FRODUCrDEVELOPMEN
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3133 S.W. 25TH STREET (CAS.� MIAMI.FLORIDA 33173 PEMBROKE PARK, FL. 33009 TEL-P05)2644LUM FAX(30M262� 9 enk by. TEL(954)964-1441 FAX(954)964-1537
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FILE 5 ,
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WINDOW/DOOR r
REPLACEMENT .Q w
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LAYOUT o_
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DOOR SCHEDULE WINDOW SCHEDULE o
MARK
SIZE MANUFACTURER PRODUCT AGENCY EXP. DESIGN DESIGN MAX. MARK MANUFACTURER DOOR SIZE � AGENCY PRODUCT EXP. DESIGN DESIGN MAX. WINDOW Z
NIDTH HEIGHT APPROVAL DATE ZONE PRESSURE PRESSURE H1DTH HEIGHT APPROVAL DATE ZONE PRESSURE PRESSURE gg_
1 141" 96" EGS International FL29677 FBC 12/31/20 5 +59/-102 +100%130 A 43 96" EGS International FL21899 FBC 12/31/20 5 +59/-102 +IOD/-130 a
2 70" 95" EGS International FL29677 FBC 12/31/20 5 +59/-102 +80/-160 B 43" 96" EGS International FL21899 FBC 12/31/20 5 +59/=102 +100/-130 mr
3 147" 97" ECS International FL29677 FBC 12/31/20 5 +59/-102 +80%180 .o
4 106" 96" EGS International FL29677 FBC 12/31/20 5 +59/-102 +80/-161)
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E
WINDOW/DOOR BUCK GENERAL STRUCTURAL NOTES Ir
Applicable Codes pi
A. Construction "shall be in accordance with the 2017 W
3-O TAPCON Florida Building Code, 6th Edition, ASCE 7-10, ASD, A
Staggered Fasterners; and AISC: The above shall govern except where other
11" Min. Embedment
Into Concrete applicable codes or the construction drawings are more
restrictive.
Design Criteria
Mean Roof Height 200'
Wind Load 2017 FBC & Ch. 1-2, 26
Wind Velocity 170 mph Ult; 132 Nom
Exposure D
ROUGH Qz 96 psf 9
OPENING Kd 0.85 i
Pressure Treated Kz 1.61 sE
Wood Buck Reduction Factor 0.6 pp
Roof Slope Flat �8
Internal Pressure Coef. +/-0.18
4 a Risk Category II
ROUGH Verification of Construction Conditions 0
OPENINGA. Dimensions and elevations of construction are for
Optional at Doors bidding only. a
B. Contractor shall inspect existing conditions and verify o
Wood Buck Notes c.. which affect the scope on
et
dimensions, elevations,
1. Window/Door Buck Fastening details are to meet or exceed the the construction dons, et
manufgacturer's test approvals and recommendations.
2.Bucks are designed for wind load compliance only. Design for Impact C. The Engineer of Record shall be notified of any
resutance 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, 6th Edition. Z
W the Engineer of Record consent are the w
5.Bucks are to be fastened horizontally and vertically to poured concrete g �
beams and columns, or concrete filled masonry units, respectively. responsibility of the contractor and owner.
6.Bucks are to be 1x6 or 1x8 #2 PT Southern Pine per Industry standards D. The construction drawings depict a finished product U
and fully bonded to concrete/mosonry w/ SIKA 1A Construction Adhesive.
and all temporary,bracing and means and methods of g
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 11j" minimum embedment Into E. All Door and Window Products shall be furnished and lX
concrete//masonrywith staggered spacing equal or exceeding the 7.4 1
99 P 9 q 9 ��.� E pZ 4, installed in accordance to all applicable governing � .
manufacturer's fastening schedule for framing. �JN,OPG,EN...4f i,,i codes and manufacturer specifications, p a
�• �0 F. All details, sections, and notes on the drawings are U o
3J3 *�� intended to be typical and shall apply to similar b°�
situations elsewhere unless otherwise shown. 3$
0. ATE/`7pv'2� ZA. IS '
O Vk
ON P-, �,,�
$-2