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t.
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
REVIEWED FOR
PRODUCT APPROVAL EVALUATIONCODE COMPLIANCE
RULE CHAPTER#61G20-3 • METHOD 1 OPTI%? QqQW C®UN-'-Y
DatJBQ"19
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
i
This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements.
T e a ove 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)
MAINAIIIII
N
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,Pb
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,PE
Supplemental Tests(Tested in accordance with TAS-201 and TAS-203)
T S'r-
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.Gonzalei,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. ,s��►� ++�,,,
Evaluation Report Engineer:
-` •No 70592 ,G
Javad Ahmad PE#70592
AI-Faroo Corporation EB#3538 r x sr of ��
q P Sealed 6/12/19 %�°�cs p p�01A-`�tv�`�
9360 Sunset Drive STE 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com alfaroocjPafcene.c m
216"(SIE CHART FOR WIDER DOORS WITH SHORTER ODOR HT.) !j.
I I.
23 113/16 HEAD 4 OR 6 �' t3
3'3/4'MAX. �.:.:a, —MAX- AT INTERLOCK/ASTRAGAL ENDS - mGt p+ �+ yl
TYp s C" HEAD SILL 3 '. SEE SHEET 3 FOR CAPACITY .To,
CORNHEAD/ERS 4"SILLA7A74. .� ..,,� TYP ,A ENDS �♦. ¢ ,Y3
1 t�
It
y(�
((
APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED {; '°-
1 I REINFORCING �
BY AHJ. I ! II ''3'OPBONAL
t .SEE CHARTS ON �( '
ALL DOOR INSTALLATIONS'MUST BE IN ACCORDANCE WITH i T. SHEET 2
EGS INSTALLATION INSTRUCTIONS. I ' ••
ALL SEALANTS TO BE TREMCO SPECTREM 2. p W ) F {{G��,_- -_..
DAYLITE OPENINGS: T
O.L.O. HEIGHT - PANEL HEIGHT - 8.875"
D.L.O. WIDTH b PANE
PANEL HEIGHT DOOR HEIGHT - 2" jL
a
THESE DOORS.ARE RATED FOR SMALL MISSILE IMPACT. Q x i`
t F.B.C,APPROVED IMPACT RESISTANT SHUTTERS ("
REQUIRED FOR INSTALLATIONS UP TO 30 FT.OF GRADE.
tSHL11TTT15 NOT READ; FOR INSTALLATIONS ABOVE 30 FT OF GRADE,i "E�. `-
}"
4i
• j 48 3/4 40 3j4 �� � 31: 3 � :. -,5i yw
to O
�T,T ED
.ATIM,.ICc...-s�, 'jE.. ..: 139.„ ..!' S�: tMtG,.�'F.�'.I.p�YS._}.,5 .....55 1 R ` M
""�" SILL ANCHO 5 4 OR 6
_
SEE SHEET 2 FOR DESIGN LOAD CAPACTIY OF DESIRED GLASSjREINF, PANELDTH
— - N'.AT INTERLOCK/ASTRAGAL ENDS 6; W t 0
l
PA(iEL NRDTH"LLM „,: ...«-..
USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN M - - •" SEE SHEET 3 FOR CAPACITY -
RATING MORE THAN DESIGN LOADS REQUIRED. „
LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS (k
"`+'�. SEE CHART fT1R WIDER PANELS .
WILL APPLY TO ENTIRE SYSTEM WITH SHORTER HEIGHT
; .,$�,.-ELlEVATION :A-CONTRACTOR TD BE REBFdNSYBLE FOR TME SELECTION,PURCHABE AND
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE TESTED UNIT INSTALLATION OF THIS PRODUCT BASED ON'THIS PRODUCT EVALl1ATIQN a '•
REQUIREMENTS OF"THE 2017 (8TH EDITION) FLORIDA BUILDING CODE PROVlUED HFJSxE DOES NOT OMATE FROM THE CONDITIONS to a
INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ), oN TwS DCTIrAENT.
S-THIS PRODUCT EVALUATION OOCUMFNT WILL.RE CONSIDERED IENALID IF
ISY OR 28Y WOOD BUCKS Qc BUCK FASTENERS BY OTHERS, MUST BE ALTERED BY ANY MEAla
DESIGNED AND MSTAt.LEO ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS c-SITE SPECTFlC PROJECTS'ST1Au.BE PREPARED 8'!h FLORIDA REOISIERED! w:
TO THE BUILDING STRUCTURE, LTTOMLEER on AWnECT Im I WILL BECOME THE ElAaNEER OF RECORD(EO.fG);
FOR THE PROJECT AND WEW WILL BE RESPONSIBLE FOR THE PROPER tea:
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS USE OF THE P.E.D.ENGINEER OF RECORD,ACTING A5 A DELEGATED jii
-
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE FXG,NfERSPECIFIC TO TIE P.E.D.ENGINEER SHALL wBua To T>us IAn;x TME sRE,
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ) SPECIFIC aruwlNcs FDR xLVIEw. y;
..FRAME MOTH FRAME WIDTH FRAME WIDTH
A COAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. .,...._..«_...,..,., ,,,.-_....._...r___,.,-..�...._».,; D-THE P.E.D.SHALL BEAN THE DATE AND wF,;AT P EFu AND sTr.NAnIRF.or
; THE AROfES'SWNN.EttOWF.Eu OF i2EtAND'z}IAt PREPARED
t.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ; P ._.._..__._.__._..„__......._.__...._.,,.,....___..... _
_... I :» :> �_ .«•_ ._ Lj}7I11 Tl!!t�. � ,- tlr-..JT
MATERIALS INCWOING BUT NOT LIMITED TO STEEL METAL SCREWS.THAT � �1m.:•"��� t��., ......
I
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �`' •-� '' w ;j�� Q+� �A. �i I I I .!I
REQUIREMLTITS Of THE T.Oi7 FLORIDA BLDG. CO
DIE h ADOPTED STANDARDS. C `'F^_ C CE "�•`x � .- DPP, �=m"' (
THIS PRODUCT•APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION o- o-_, ti OAF, o- -D No.7 '�1 n'zi4
FOR A SITE SPECIFIC PROJECT, i.e.LIFE SAFETY OF THIS PRODUCT,ADEQUACY I , 1
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR I ^Z; ._.3
WATER INFILTRATION RESISTANCE ETC, Ds,. (0 g s'
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ` L= OF .�l
A L X .0.,� O. .. X O T;, drawing no. I
AND TO BE REVIEWED BY BUILDING OFFICIAL. d.--•-� - -- - 4iQ�,•'
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION Ox(SHOWN) OXO (SHOWN) OXXO(SHOWN) 6TttgA'
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. XO
FL 1t2�3677
LABELING TO„COMPLY WITH SECTION 1769.9.2. ._._--APPROVED CONFIGURATIONS__ _. TT rjF'i11n171�1^' ��hec(. 1 of_8
_.._._ .. .. - ..._.«._....»...._...__.-..._._..•..._..:_ Seated 6110119
DESiCN TOAD CtPACiTY PSF (GLASS} DESIGN LOAD CAPAGa� PSF(OIA$S) � W '
§
WITH I'T$M rpsz. , 1PTTR ITBN ysz
D/O RLiNF'D REINF D 1/0RE9IF'J) REINF D
P p :W ;,,19TfIRLOG$S.. INTERL4CES P fyt INTERLQCK9 INTER]ACS9
IryCiE'S wCtr7s EiLT(F) INt':( ) TXT(4):."INr( ). > waits .wtHt3 ..EXT,(+) 1M:(') EM.(+);
24 `R ,:_.....600 .166.Q 1300,,;;1340 . 24
30 '`1 `` 80.0 160.0 t3tlA."=130.0 30 i` '=^� 42
:,...
36 : F� l1. 180:0 7300 1300 38
39-i/d 160A 1300 1300 39-1/4 -" 1300 1300 .1 I
42 84 149 5 130 0 1,3O b 42 114 130 0 130 0
48 !30 0 130 0 130 0 48 130 0 130 0 i NOTE:GLASS CAPACITIES ON THIS SHEET ARE
50 124 0 130 0. 130 0 90BASED ON ASTM E1300-09 3 SEC. GUSTS)54 11$a 11JOo; 1300 54 1274.`..1279: � I5$ 111 y 1254 72s.a - DECLARATOAND RY STADA LDINMENT COMMISSION
WWW
56 122 7 122 7 i
80
8'.44-V 1040 1170- 1170Ij24"
24 80,4 1$d0 1308 73Q,0 30 t 13p.4-_1300 j
30 80.0 7 60.0 130.0 130.0 1 36 --«4 130 0. 1300
38 + 800 1800 1300 iJOtl 39-1/4 120
t
39-1/4: �_QO iM>4 1300... tap 0. 42 134.0 1300
Q 90 "lab 149:5 130.0 730,0 48 - - 1,3Oa' 13010
46 r 8p 0u Wt a0,0 !a0 4� 130 0 50 _ _.134.4 .,130.0 :L i
SO } 76.8 1246 130.0 1300 i4
LS4 � - 121.3 121.3 t -
a
54 yry 711 115:6 1300, 1300 ._.. ... _ ..
58 68,8 11 L{ 125.4:..1?d"4:
--1/4'HEAT STREN'D GLASS (EXT.)
24 80.0 180.0 130.0 130p ` } 0 4-
30 80 0 160,0 130.0 130,0:
80.0 180 0 134 o- y 1 00.0 i 060"Interl%r
36
ti - 2' ` t''' yOez HP Car Color G7aas
PANEL HEIGHT DOOR HEIGHT B
39-1/4 S _800 160a 7300. 734.0- 4. y'Eaetmpn Chg.leal Co.' G�N a i
( l
42 Boo130 0 1,30 0 130.0-'
48 90 804 130.0 1300,::'1300 } r.^-^t/4'7EMP. CLASS(INT.) N
pV,
0
50 .....766 .7248. 1300 „.1300
M
5a { 71 1 115 6 7300 1360 41
(INTERPOLATION BETWEEN WIDTHS ALLOWED) m
so .. 1284,'.,7254. i. t ,.�..,.�,•.+.•
60 * - 717.0' 1170 -� "SHOWN CAPACITIES ARE FOR 18,
n
t.'_. 1340 }4.938 SILL HEIGHTS -
:' I: - . `
3o 730
WMR EXTERIOR(+) LOADS AS FOLLOWS
eaa ,4 1300, ,,TaOo `
38 800 130.0 1300 130 b 3.754 SIU.HT. +80.0 PSF _
.. 3.188 SILL HT. m +53.3 PSF '..:
r 39-1/4 80 0> 130.0_ 130.0.. 13.0 0' -^.,r,,.-«-.,-,-....-.,.,...;.,...,.._,.,_."_....,..; ._:•r .. c
o r
42 80.,q 130.0 730 0 130.? }}
48 142 84tl 136.8 t340 'l306`
50 78a 1248 13oA_.,1'00..: f{
54 ( - 1300 1300.
R
58 1 54 1254
60 '.... -
24 1` .. .80 0 714 0 130 0 1.36:0
N � I
30eao laoa 1300 i3oa. AL
i'"(i117iir
38 80.0 13010, 130.0 - 130.0
:39-1/4 S 800 1300�W 1300 113
42 108 �p f3o01300 130U..
48 a00 7300 1300 130.0-
NM 7
50
54 13041 1300 1
96 OF drawing no.
60,_ - - 117.4
19-4..
6F l
-- -- ----- ---- ----- L #29677
--
Sealed 6110119
ANCHOR]AAD CAPhCITY 7M.. - •ANCHOR IAAp CAPACIYY;PSP ;'dCs1I. SEE ELEV. FOR SPACING
ANCHOR TYPti4 'A' B & C ANCHOR TYPES A' .111C. �i
- - AT HEAR
0 ANQB0116 4 ANCH09 a ANCHORS a ANCHORS';4 ANCHORS'a ANC8om: I TYPE 'A'- t/4 01A,�s,ACtCs,ON. -' LCOS (Fu-177 KSI,Fy-155 NSI)
AT Co. AT YTO AT y1'6. AT 117'0. A7 41C AT 1RG.
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
PAN0.WID1H DOOfl STQR:EN68 1Tf118_R193 STH.H¢N9S PANEL YA00i ODOR 31'8$X199.;S[9E BN9s f_s.198 t1VD5' I'
NOMTNL I- FQII•FIf Ext (+) EXT (+) EXT.(+) ANAL HW Ext (+) EXT (+) DR (r) -1/2" _ OD !� u!
n1
INCHES Nc1as NpEs Kr IM 1 MIN PENETRATION INTO WO y
24 - 160.0 160 0 I 160 0 2d- 130 0 130 4 130 0 THRU U 1 BY BUCKS INTO CONCRETE
w
^^ T 1-1/4' MIN. EMBED INTO CONCRETE
30 i60Q 180U , 1800. 30 1300 1300 1300
36 �: 160.0 1600 I 1600 36 1257 _ 1257 t -1300_ I TYPE 'B'- 1,/4' DIA, LILIRAC`•ON B1' EICO' (Fu-177 K51,Fye 155 NSQ I '�•
39-1/4 1600 T 1400 _ 39-1/4
160;0 1172 117.2 „13p0 .. DIRECTLY INTO CONCRETE
42 84 149.5 1495 1495 42 ttt2 1112 1302 1-3/4' MIN. EMBED
48 S 130.0 i30T 1300 48 114 100.5 100.5 f 130.0 (�
TYPE 'C'- 1/4'Juy SELF DRILLING g REWG (GRADE 5 CRS)
50 130.0 1300 1300 5a 976 976 1300, I INTO F.B.C. APPROVED:MULLIONS
54 ( 130:0 1. 0 130 0 54 92 4 - 92.4 130 0 OR
Se } 1254 1254 , t254,�., se 902 , 902 1276 'i I INTO METAL STRUCTURES (HEAD/JAMBS) I
60 (,:._._ 117.0 1170 1170.: 60.... ... 6s2 862 1227 .' (3) THREADS MIN. TO.EXTENB BEYOND%METAL THICKNESS �1
H�
z4 E.. 1800 1600 1100 2a 1300 i30o'" I ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I c J
30 1q0 16Qfo 1eD 30 1300_ 1301Q. 13p4 STEEL: 1/8- THK. MIN. (Fy = 36 KSI MIN.)
36 1600 1600 1600 30 1183 1183 1300 SIM IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
38-1/4 157.2 1572 1600 38-1/4 : 120 1102 : 1102 .,1300 - - -' - - - - '- - --
42 9O ,1495 1495 149¢ 42 :I 1045 1045.. 1300 - - - - -AC SILT: -^ - - i£ - }
48 130.0 130:0 130.0 48 - 943 943 .__1300 ` TYPE 'W- 1/4'.DIA. ULTRACON BY � GQ' (F.&I77 NSI,Fy.+189 ft5Q
50 1:: 134.0 1300. 1300 . so stw ,:N 9141s90 DIRECTLY INTO CONCRETE
54 127.7 127.7 130 0 54 '1 88.5 86.5
121.3 1-3/4 MIN. EMBED
:1 125.1 125.1 125A 1 ... .. _.
AT JAMBS. ..._. ...... ....... .........I },0 0.
24 f teo:o 1600' 1600 TYPE 'A'- 1/4" .IA ULT(jACON W '.E+CO' (Fu-M KSI,Fy-155 KSI) Y-
30 .I 160.0 160.6 .: W.0a
INTO 29Y WOOD BUCKS OR WOOD STRUCTURES P and
36 156.7 1547 1800 I 1-1/2" MIN. PENETRATION INTO WOOD I. w d
39-1/4 f44$ ia49 t6od ANCHOR TYPES A, B, C APPLICABLE AT HEAD 3 Y
42 '� 1300 t3Q0 1340 ; ANCHOR TYPE B APPLICABLE AT SILL I THRU 1B BUCKS INTO CONC. OR BLOCKS ;-to
46 ee 1257 1257 1300 1 1/4" MIN EMBED INTO CONC, OR BLOCKS V)M m e ;
50 122 3 122 3 '136.0 I TYPE 'B'- (' N 'ELCO' t2
J
,) 19�-,l�jf3A.SSL T}x � (Fue 177 KSI, Fya156 NSI) '4 W
_. 54 .tlp6 1186.. 13Q0 .
DIRECTLY INTO CONC. OR FILLED BLOCKS II
56 114:f 114A" 125.47 ! 1-3/4» MIN. EMBED INTO CONCRETE
so __. 109.7 fo97 tno 1-1/4 MIN. EMBED INTO BLOCKS i `t
. 24 .? 130.0 130.0 130.0
- (
30 TYPE C'- �14:Sag. OR G 1 I4N •
S REft GRACE 5 CRS)
'� 430 0 t JO 0 130 0 .. ....I F i. 77 .....'...>-
INTO F.B.C. APPROVED MULLIONS
38 � 1300 1300 1300 0
39-1/4'! 1300 1300 1300 OR ,
42 '11277 12' 7 (' 1300- I INTO METAL STRUCTURES (HEAD/JAMBS)
4e 102 1100 L n6o ; 1300 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS m1
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN:)
50 1118 1126 1306 I STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
54 1072 107.2 13O.Q s
E .... .._... ..._ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) '-
56 ,I 104 8 104 8 i 125 4 __...
60 .( 1005 1005 T 1170 HI t '
1
d1i. ..v)STAd&ES
24 130.0 130 0 130 0
INTO CONCRETE 2-1*
/2" MIN.
30 130.0 130 0 13fl-71
INTO WOOD STRUCTURE - 1"MIN.
36 I 130.0 1300 1 73INTO METAL STRUCTURE - 3/4 MIN. � �
39-1/4 125.2« 1252 1 13WOOD AT HEAD, SILL OR JAMBS SO m 0.55 MIN. �� �'42 118.9 1189 ; 13CONCRETE AT HEAD, SILL OR JAMBS Vc a 3000 PSI MIN. t�+•�C{�
46 ; 106 _107.7 1077� 13pG" C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN, NO.7
50 104.7 104.7 130.0
54 i 99.3• . _.89.5_ ' 130.0 /..:.:...�::,: _-.--.'
56 969 fl8.•9` 125,4 •� OF !/,�/ (.-drawing no.,
.60 .9z`8. fl2.6, 117.0 •`�.���,•.,,oa�or;,.•��`.��r 19 46F
---
FL_# 9677 -!!All I 115))11 sheet. ' Of
-8
Seated 6/10/19
TYPICAL HEAD ANCHORS IN PAIRS TYPICAL HEAD ANCHORS IN PAIRS TYPICAL HEAD ANCHORS IN PAIRS
SEE ELEV.FOR SPACING ..._.SEE ELM FOR SPACING SEE ELEV.FOR SPACING
r ANO SHEET 3 FOR QUANTITY-AND SHEET 3 FOR QI.WlIDY AND SHEET J FOR QUANTITY' -METALli
AT INTERLOCK/ASTRAGAL ENDS ~ AT INTERLOCK/ASTRACALr ENDS AT INTERLOCK/ASTRAGAL ENDS STRUCTURE
`• �,,,:..: �
q0 }19" •
E 6157 4C _ DGEOR DIST;.'•�•._._.__. . O.C.
2.
4-O C a
H � CONCRETE ONLY . /8
AT 4 oc vi
%.
:.ED ti 3
I^
4717— 1
p
O I }4 .
• AT CLUSTERS OF
fs
ANCHORS ONLY t; TIPICAL.HEAD ANCHORS IN PA1119 .. :��.
,� :: 19 �. •I, .3 O ,..SEE ELEV-FOR SPACING pp
AT�OSHEET 3 FOR QUANTITY
NTERUL CK,,,, AL ENDSTHK
Q lq {i
.} It..._....._ ��' .I• 1 7SEE NOS SUCK I it yy 07 'd'!?*:-
f: ... 4 a e NEST _ ....
EDGE,'.IST I 4A O C. " t ! CONCRETE. M MI OADE APPROVEDMULLION&
N.
;_}3 ...a o z ... '1.,3 KSI. SEE SEPARATEDLLION I
APPROAVHORS
I .T...� II Vii. ': 'I ! ;r I t _.',a"`..,,..•..' :.! EDGE-j�•
ir u .I it ....•..--•-•-•--, Ao
'kms
k{Si F Y
.w3x �'
4 4
TYPICAL HEAD ANCHORS IN PAIRS
ELEV.FOR SPACING V7 x '
W .•_T•• EE
..I-•.' AND SHEET 3 FOR QUANITTY N n DD
AT INTERLOCK/ASTRACAL.ENDS
if
HIM,
T1 '
II li SEALANT:
�•i ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
,...,..�
I r y .I 6- li WHITE/ALUMINUM COLORED SILICONE.
0
k �W2 —> ••SEE NOTE ON MAJOR INTERLOCK STILES TOP AND BOTTOM ENDS FILLED
SHEET 2 FOR
i• i TY j SILL LIMITATIONS WITH EXPANDING URETHANE FOAM. `_
I3 E -
r G b. I _ 4939 ALL INSTALLATION ANCHOR HEADS TO BE SEALED '
! , i 3750 II & EXPOSED ANCHORS TO BE CAPPED WITH ALUM.
If Ii iz 3 iBe ; BUTTON COVERS.
+ Y�B 2400 i WEEPIjQL $:. �I��
.J-•
,' ..�, ( 6 ..{•�, I !. I Wt = 3/16"11 K 3/4"W WEEP SLOTS 1%ij/,��
rJ j1 I I A7 QUARTER POINTS OF EACH PANEL . ...��M 1� e
Al. a x � ti .;_..... _.__:i. W2 - 3/8" WEEP HOLE AT 6" FROM ENDS 3 ''
AND CENTER OF EACH RAIL
n i} 2 POURED&HARDENED No.70
7!1 n k � ° F 'd CONCRETE` HIGH STRENGTH GROUT ;,, I 1411..{{1
�.: n Wi I p 3:KSM '�' ('e e 5000 PSI MIN.
EDGE DIST. 7t + (NON ME )WOOD BUCKS NOT BY EGS INTL., MUST SUSTAIN
_............:........_....._._........_._............................ 2.731::.
T �•hI WITH 6DNDING AGENT
N07 BY ECS INTL1 LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER drowmg no l
/ IYPICAC ANCHORS IN PAIRS MUST TRANSFER SHEAR THEM TO THE BUILDING STRUCTURE. 19-46F.I
EE EtEV. FOR SPACING LOADS TO STRUCTURE !• - .„----.. -__--_— �irC➢°D•••..•..• �6v��(}j`��.
____.
AND SHEET 3 FOR QUANTITY - _'... .. /� �./ s/
--arINTEnLocK/ASTRAGAL-ENDS- --- —-- — - — _ _ FL 29677
---f!'
�Sealed 6/10/19 ---
/10 X t`FH Sias •„ yj
x•-9 8 FROM ENDS {(
h IB O.C, pppld�OTM �12 X 1-1/4'FH SMS �': LLt
FROM ENDS ��
LONG AT Ec 17-1/7,'O.C. (/
1/4'HA7( u+ C DL..OPG TOP OF PANEL E \�
--- �_� o c
j1
L
! � i
YIci
J I. I '
1
1 1
I ..
N N �
N N
(2 I I N
o rZ=
SCREENOpONAL LJ
Li
;. f;. • Al
rAflPlHa scREws y1 : II 0 �J+�•
• #10 X 3/4'TEKS - ...AT EACH END E \j D.L.OPG. `""p 6'FROM ENDS 1{d N
AT"3'0 C FUSE REINFORCING AS PER�_- & 17-1/2'O.C. �f
(,)AT MIDSPAN f, CHARTS ON SHEEP 2- y - CHARIS ON SHEET p PER
l
/%SE REINFORCING AS P @
(TOTAL OF 5 SCREWS) PANEL WIDTH F. N O.,�I
f ... ..... .. ....
,
I: EXTERIOR �w
E
f I' DOOR FRAME WIDTH , N !`
O t
#12 X 1/2'FH �. �to M GO
I"TYPICAL ANCHORS IN PAIRS ' SELF TAPPING SCREWS p U' w I
,..:TYPICAL
ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS C.
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. ...... 4 5THEDITION
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1 .DETERMINE DESIGN WIND RESSURE REQUIREMENTS BASED
ON WIND VELOCITY,,BLDG.,,HEIGHT,,WIND ZONE,USING FL. #21-899
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MATERIALS,INCLUDING BUT NOT-LIMITED-TO SJEEL/METAL SdREWS. THAT A-CONTRACTOR TO DC�RESPONSIBUE FOR
THE SELECTION,PURCKASIE AND
E INTO:CONTACT.WITH,OTHER`DISSIMILAR MAIFRIN-S�SHALL MEET THE. STEP. CHE�CK'DESIGN LOAD CAPACgY FOR A,GIVEN,SPACING', WSTALLATION,OF,TKS PRODUCT BASED,OM THIS_PRODUCT,EVALUATION
PROVIDED NE/SHE•DOES NOT DEVIATE FROM,THE CONDITIONS DETAILED
REQUIREMENTS OF THE 20.14/2017-FLORIDA BLDG DIE PTE THE4 CAPACITY SHOULD EXCEED THE DESIGN LOAD.— OWTIIISI:DMUIACNT.�• olk...7
0 HEIGHT USING CHARTS ON SHEET,2
CO &�ADO D�STANDARDS.
THIS;PRODUCT,APPROVAL,IS':GENERIC AND DOES-NOT PROVIDE INFORMATION :< 8-',HrS PRODUCT UALUAWNI DOCUMENT-MLL:BE CONSIDERED INVALID IF,STEP 3 USING CHARTS 014 SHE t SELECT ANCHOR. ALTER.ED W Am MEANS.FOR,A SITE SPECIFIC.PROJECT, i,e..UFE SAFETY:OF,"THIS PRODUCT..ADEQUACY '
STRUCTURE RECEIVING THIS'PRODUCT.AND SEALING AROUND:OPENING FOR WITH.DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD C_SITE SPECIFIC PROJECTS SIAL BE PREPARED By A FLOROA REGISTERED
WATER INFILTRATION RESISUANCE-ETC. SPECIFIED IN STEP I XBOVE., -ENGINEER OR ARCHfrECr WHICH WILL BECOME THE 0614EER OF RECORD CFO P)
FOR THE,PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROkR
,CONDITIONS NOT,SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, D 3.
AND TO BE REVIEWED BY BUILDING OFFICIAL. STEP THE LOWEST VALUE RESULTING FROM STEPS 2 AN .USE Ori THE P.E.D.ENGINEER OF RECORD.ACWIG ASA DELEGATED rip.,
THAT"ULL THE DESIGN WIND.PRESSURES,,DETERMINED I I -ER TO�THE P. . THE 5 FT-wing
ENGINE Eq.ENGINEER%AL.SUUMIT TO THIS ITTER SITE
Is I DRAIVINCS FOR REVIEX
THR j STEP I SRALL APPLY TO ENTIRE SYSTEM,%
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPEC nC L�l 6-68
110:l_:1
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILOING,CODE. 'D-THIS P.E.D.SHAM.•M%R THE DATE AND ORIGINAL SM AND SIGNATURE Of
S THE PROFESSIONAL,EMIDNEER OF RECORD THAT PREPARED R. .
UNANCHORED JAMBS, SHEET S. ......
-TO:COMPLY WITH-SECTION-1-709-.9-.1.' FOR SYSTEMS WITH
LABELING DcrERM NE�THE,MIN=&-MAX, GAP-DIMENSIONS,-_�__- shcj-t 1 of 7
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.DESIGN I.AD'CAPACITY"- PSP DESIGN LOAD CAPACITY-P5F� 4, w �
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WIDTH�(w} F9AdE HEWIXI.(+) INT:(-), EJCil(.'f); INT.(-) YAOTN NFRAMEHQCHI [3R.(4.} IM.(-) EXT-0) 01T.(-) .
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48' 100.0' 13 13
0:0 100.0 _ 0 0 60' 100.0 102.2 100.0 129 2 WI : W2.. W3 ^_ O d O¢ "
54' 7B°- .11000 130;0 100.0 . 1300' - , 0;1
INTERPOLATION BETWEEN WIDTHS•OR HEIGHTS ALLOWED. �.Yi
.•'60' ..a 00.0 130.0, 100.0- •130.0- -
. -66' .90.0 118.2 90.9 118.2' ::WIDTH (W) = Wt u+Zoog �i
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42` 100.0 - 130.0 100.0 136.0 WIDTH (N� W2 + W3 1/4'TEMP. CLASS
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66' '9019, 1,18.2 90.0", 148.2 MULLION'Ml' - MULLION'M2' A a n Q KY v
. 72' 83.3 108.3 83.3 108.3 - ,. •. -- w 0..:N d I
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66' 00.9 ..1.18.2 90.9- 1)8.2.
72'' 83.3', 108.3.- 83.3 . 108.3.:, ,. . .. -
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X36" '100,0 X130:0,: 100.0 1300. -
42' .. 100.0. 130.0' ..100:0 130.0 .. _ .. - ..
.. \. 48" 102' 100.0 130.0 - 100.0 130:0. - -
.54" 100.0. 130.0 '100.0' 130.0' GLASS'CAPACITIES ON THIS SHEET ARE o
60• 100.0' 130.0 100.0 '130.0 - BASED ON ASTM E1300-09 (3 SEC. GUSTS). 5 .
88` 90.9. 1.18.2
,36•.. .' :700.0 - 130.0 . 100.0 13D.0
N
42' ' `100.0'. 1_30.0 100;0 130.0
t 48' 108' 100.0 130.0 -100.0 130.0` -
54' - 100.0 130.0 100:0 130.0.
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0
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t,
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(W) FRAME HENIHT ;IM. - ,.91L - 'WIDTH(W)'FeZAAtE HEIGHT INT. - W.
36' 170.0 170.0 130.0 38' `88.9-.- 130.0 118.7
I
'42 136.0 130.0130.0 .42" 84.8 130.0 101.8
"',. y8 •'"117.5 `,130.0 =130.0,, ".1,48 :�.114 >74.2' 130.0 - 891
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54" e72 - 1 . ;30.0 '._125:3 54 : '. :66.6 1272 79 2 - N.
. - 94 30.0 112.8 , 60 - ..59.4 114.4 71.2
66 85.5 130.0 102.5 38" _ 94.0.. 130.0 112.8 O H't7
_ _ __
72 78.3 .136.0 c'. 94.0 42' 80.8 130.0 .---'91.7
130.0 130.0 ' 130.0 48' 120' 70.5 130.0 84.6- W.m b
42' 124.0 130.0 130.0 54" 62.7 12b.8 75.2
48" 1oaz 130.0 1300' 60' 56.4 108,7 67.7 - Ny O: ,
.'Sa' ..78' :'-.96.4 .•130.0 115.7 Qw� Gi
`so' 86.6 13o.0 1o4.1 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. - - - - �.%m"=
`66' .70.9 130.0. 94,7 - - - - (��.m9.y
72' 723 130.0 86.6 SEE SHEET 4 FOR.ANCHOR DESCRIPTION. mf .
36" '130.0 .- 130.0, , 730:0
42' 115.1 '130.0. .:130:0
46' 100.7 130.0 ...120:9
54" 84*,, '89.5 730.0 ;107.4 - - -
.r 806 1300 �._
=�967
66" 73.2 130.0_ 67.9_
72, 67.1 129.4 60.8 _. O J O
36' 125.3 130.0_ 130.0
M
42" 107.4 -130.0 128.9 r -w Hj
48' -94.0 131.0 112.8 _ _ _ _ _ -. C) Z C4-i ,
54' 90' 83.6 130.0 ..100.3 - - -. - - ,.
..60 - - 75.2 130.0 90 2. . Q it-Of
66" - - 68.4 130.0.- 82.0 [V::O-
W
72' 627 120.8 75.2 .. N F,-,�i�i Ll O1
36' -117.5 1,36.0 1_300_ - - :Z V; a
42 .. ._ 100.7 ..170 0 120.9
' .. J'1 07.�'.
gg
48 68.1 170 0 .105 6 W---W
_-
54" .96' 78.3_ 170.0 ..'94.0 .' - ?•
:M a-
60 - 70.5 i 70.0 .846
66 84.1 .123.5 78,9
72" .. -".38.6 . _'N 3.3 .-70.5
1
36'- _ 110.6 130.0 -
.. 42' 94.8 130.0 113.7
48' .. 62.9' 130.0 99.5 . p
73.7 '130.0- `88,0..
;.60" 66.4 127.9. ''79,6
68" 80.3.. 116.3 . .. 724 ... - .. .. ,
d
,:. 36 ,.104.4 'aJ0.0 :125:3 .,.. -
''42 : .895 ..1300 11074
48 - :. 783 -_.1300 .940 _ I ♦ c m
54, toe' 69.6 130.0 03.6 NCHORS o p
60" 62.7 120.8 75.2 I o
66" 57.0 109.8 684
. .. _ _ 2
I1 c
. No.7002
tih� 9 ..r�s•" s+tT F !� drowin9no.
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-68
W16
--
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?1899 ���`7�'��B�+k�°r��i�;�
..- ---- ----- ---- sheet_.30 7
_ _... EDGE DIST: 1 BY OR 28Y EDGE DIST. TYPICAL ANCHORS _ ..
TYPICAL ANCHORS WOOD BUCKS METAL SEE ELEV.
SEE ELEV. STRUCTURES CFO'SPACING ----------------------
EDGE
________ �1 m
FOR SPACING .. ' \ II
3 ^ \ EOCE I E.B.C.APPROVED I �o
c e •e,;• li MULLION & MULLION ANCHORS �I •�y
c :•. DIST. 11 SEE SEPARATE APPR Al 11 Z n N jj
M All .d 11 11 q N
IL
G 5 3 0:
I 1 of S
TYPICAL ANCHORS TYPICAL.ANCHORS O
-SEE'ELEV. SEE ELEV. o o lI-
I'I FOR SPACING FOR SPACING a'yAp N
E 1 2 • Q ill. {� (�
I {
� N
I t
hl 3 m
3 0)m
oo o
i; WOOD BUCKS AND METAL STRUCTURE NOT BY EGS 3 _j Li 0)
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o
ti
AND TRANSFER THEM TO THE BUILDING STRUCTURE. p vi `
i o
-4 NW
Li
o iI TYPICAL ANCHORS: SEE ELEV. FOR SPACING a Z ai o
I i — K N
FTTYPE 'A'- ,5/i6"DA ACON.BY'1 .0' (Fua177 KSI• Fy-155 KSI)
RU 8Y
CKS INTO
RETE
11
1H 1/4' MIN. EMBED INTO CONCRETEC(H(HEAD/SILL)
W r7 Q.
!4 � I ANCHOR EDGE DISTANCES I
INTO CONCRETE= 2-1/2" MIN.
INTOWOOD STRUCTURE - t"MIN.
I1 L--- — - ._ _— -- -- -- —
�TYT'E 'g'- /t8° DIA ULTRN._`ON BY'ELCO' (Fu-177 KSI, Fy-155 KSI) o
DIRECTLY INTO CONCRETE
11 12 I 2"MIN. EMBED INTO CONCRETE (HEAD/SILL) v
J I ANCHOR EDGE DISTANCES �
2 L INTO CONCRETE= 2-1/2 MIN.
— . _ ._.... — _ _ — ...... -
1 rTYPE 'C'- 5/16" DIA, TEKS OR SELF DRIWNG SCREWS (GRADE 5 CRS)
m
I 5
INTO F.B.C. APPROVED MULLIONS 0 _
r0- INTO METAL STRUCTURES (HEAD/SILL) ��� !1®io AH,;7G1Ng7Y'�.,,
e (3)THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ti`�'1;•�GENS�r'••;V ��` I n
ALUMINUM: 1/8"THK. MIN. (6063-TS MIN.) I. o
STEEL: 1/8"THK.MIN. F 36 KSI MIN. L
/ (Y ) No.TD5S4 a
'I (STEEL IN CONTACT%YRH ALUMINUM TO BE PLATED OR PAINTED) �•ws: It^ J •• `y'
a TYPICAL ANCHORS• I_
INTO METAL STRUCTURE 1/2° MIN: �., S drotYing no.
SEE ELEV.
FOR SPACING WOOD AT HEAD OR SILL SG 0.55 MIN.
"•• �' �• ` W16-68
EDGE DIST.
CONCRETE AT HEAD OR SILL.Vo = 3000 PSI MIN.. FL #2189 4 of 7�
Sealed:11/28/2017
z m�
o
_ REINFORCING AS REOD.
. 15 SEE SHEET 2 .. .d� 4
112 X 3/4"TEKS FOR CAPACITY µ!
(2)AT EACH END 4 0:
�)
4 (1) IN BETWEEN 3 Do 14 (LENGTH - 2/3 OF SPAN) p
AT 92"O.C. p ❑j vi
18Y d&a m
WOOD BUCK - p d
Q z� I
Q W m F
--
f n
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0 0 0
O
7 EXTERIOR J
O p0
17 16
D.L. OPG. D.L. OPG` �- J w
SILICONE u O W
-DOW CORNING 790
1/2-MIN. DEPTH 1/4'MIN.
i 1/2'MIN. <.
1' 1"MAX. 0` W N 0'<
FRAME WIDTH_ _ _ _ GAp LJ .Y
SEE NOTE .." �'! '-- 5EE NOTE
BELOWBELOW -�w v~^i
M co v
a CD`rw J
NOTE:
MAX.MOVEMENT CONSIDERED-100%STRETCH.
PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION
MANUAL FOR COMPATABII:ITY OF SEALANT TO:SUBSTRATE&WINDOWALL
MATERIAL/FINISHAND 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
THE USE OF BOND BREAKER TAPE OR 13%OF GAP ALLOWED MOVEMENT.. �y
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m
117
4 0
��''•yA0EN8'P"'•c' i i �•e v
No.70592
;)a'•. A t� drawing no.
- FL. #21899 N!,A;pT��•L�A �/ sfieet 5 of 7
Sealed:11/28/2017
• ,. - TITY DESCRIPTION MATERIAL
.. I^--2.629 1.250
YY' w
ITEM N0. PART'NU QUAN LTANF./SUPPLTRR/REMARKS
_I - 1_ _ EGS-F3 AS READ. .FRAME--HFAD/SILL 6063-TB
2 EGS-F4- AS'REQD. GLASS STOP
.125. _ _ _-
- 3 EGS-F2 AS,REQD. MALE MULLION 6005-TS - m^m
.295p ': 4---_.ECS-F1_ 6005-TS
6I" ,AS REQD. JAMB/FEMALE MULLION 0
5 EGS-F6 AS REQD. ADJUSTMENT RETAINER CLIP, 3-LANG 6063=T5 -
.. - -_—
- �6 EGS-FS AS REQD. ANCHOR CLIP, 12'LQNC 6005-TS -
s
_ •
., .. .7—. EGS- -O'��.� O
F7 AS REQD., EXTERIOR VERT.SPACER EPDM 77iEMC0 AUROMEfER 6015 SHORE A
: 8 EGS-F8 AS REOD. EXTERIOR HORIZ.SPACER EPDM TREMCO DUROMETER 70±5 SHORE A a+Gl
h•----_---5.280-------•'I 9 EGS-F9 AS REQD. INTERIOR WEDGE CASKET EPDM 7REMCQ C IROMETER_70±5 SHORE A 0'�j� LL
10 ECS-F10 AS REQD. SETTING BLOCKS AT 1/4 POINTS,4'LONG EPDM GLAZING RUBBER, DURGMETFR 80t5.SHORE A V7uT.~t
'FRAME HEAD/SILL ii 3/8-t6 X 1-3/4' 1/CLIP ADJUSTMENT FASTENERAT SILL -- 5T.STEEL "�_..........._ �>M
.
12 ---3/8' 1/CLIP NYLON LOCK HEX NUT AT SILL ST. STEEL 0 a C C
- W--4;t15 - • 1'3 X14..% 1-1/2", 4/CORNER I ASSEMBLY FASTENERS_- ST. STEEL PN PHIL..SMS _ -
14 HSS3X1-1/2-- AS REQD. REINFORCING TUBE(LENGTH -2/3 OF MULL-Hr.) STEEL A36 I Q w z
—_
-'-6 15 - @1'2-X 3/4'TEKS. AS REQD. REINFORCEMENT,TUBE FASTENERS Si. STEEL (2)AT EACH END&(.f)AT'15'O.C. IN BETWEEN' .L6 2 U)^..�_
—_-
.094 1 1.235 16 EGS-F12. AS REQD. 3/4'X 3/4'X.062'-ANGLE ALUM AT TOP do BOTTOM OF JAMBS k MULLIONS Z M J
d 17 EGS-F11 AS REQD. 4- LONG GLASS.SPACER, 6' FROM TOP&BOTTOM EPDM DUROMETER BO±6 SHORE
1.020 �i �f-..3-6`0
_ .v n
GLASS STOP
- J 0
rYO J A
J.Li
.094 Ip O Ln
4.178 - - .. _ to Q..F ,4 .
5.562. a
(A
,87
3.000 z N.M in
-1.072 - w
1:159 i4.. REINF. TUBE
MALE MULLION 1.352 -
r~
.25
o
2.250....... 250 574 .445 0
941.812-
F126— r EXTERIOR VERT. SPACER c5.582 4.178 RETAINER CLIP SCALE to 590 1 o�
i
_
2.354 280 .... ?...
I
._
I--.?. o �
` T -623 a _ No.70'a2
.312
1.072
2 1.375 125 7 .489
-_._- :11� _
2.125-�� �,.-_—. .725.. -..290 �� °.• .AT • _ d
Ar
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Cng 9 n0. l
' -3.979-.._...._.__--t g ,g v �•..,<ORtOP..•'�•',., YY 1 V 68
4 6 _ _ _ EXTERIOR HORIZ. SPACER INTERIOR WEDGE GASKET �J ll21��9
�) JAMB/FEMALE MULLION C� ANCHOR CLIP - - --` - --- I ' Tf
SCA..E 1:1 SCALE I:1-' '- -- - - - - - - -
Sealed:11/28/2017
i
r
CD i
CD
N 'jrtii illlll
a a dot. 11_x5 to ravislons: — APART SERIES 5500 WINDOW WALL (S.M.1.) AL-FARO
GbRPORATtON a
.,,1 �� o ---•- ---)no o e escri(�On�1. ENDINEERS&PRODUCT DEVELOPMENT
EGS INTERNATIONAL, LAG �W SUNSET DRIVE,SUITE 220
3133 S.W. 25TH STREET MIAMI.FLORIDA 33173 (C-44y. 8598) 4+
o� I ;or.by. raRto —' PEMBROKE PARK, FL. 33009 TELt3o14)2046100 FAX ISOM262-69TS
J! OD 0;, yr; ! TEI.. (954)964-1441 FA%. 1954)964-7533 COMP-ANL W16-68EG5'
`l
d
REVIEWED FOR
WINDOW/DOOR BUCK 'GENERAL STRUCTURAL NO 1 E COMPLIANCE
Applicable Codes a
[�I
A. Construction shall be in accordance withB959C2017
rO TAPCON Florida Building Code, 6th Edition, ASCE 7-10, ASD,
Staggered Fasterners; Z
1j" Min. Embedment and AISC. The above shall govern except where other 9
Into Concrete applicable codes or the construction drawings are more
restrictive.
Design Criteria File copy
Mean Roof Height 200' -
Wind Load 2017 FBC & Ch. 1-2, 26
Wind Velocity 170 mph Ult; 132 Nor5,,,,,,,
Exposure D ,��.�%`% DZ �''••,� 5
ROUGH Qz 96 Sf �� �Q`...........MI •. g
OPENING K 0,8� �` '\G� F •'' �'i �Y
Pressure Treated d :��,'" 3As *'�
Kz 1.61
Wood sack Reduction Factor 0.6
Roof Slope Flat
Internal Pressure Coef. +/-0.18Li
Risk Category
ROUGH Optlonal at Doors Verification of Construction Conditions
OPENING A. Dimensions and elevations of construction are for
bidding only. a
Wood Buck Notes B. Contractor shall inspect existing conditions and verify o
1. window/Door Buck Fastening details are to meet or exceed the dimensions, elevations, etc.. which affect the scope- on___
manufgacturer's test approvals and recommendations. the construction drawings.
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 z
2017 FBC, 6th Edition. without the Engineer of Record consent are the w
5.Bucks are to be fastened horizontally and vertically to poured concrete responsibility of the contractor and owner. W
beams and columns, or concrete filled masonry units, respectively. P Y lL
6.Bucks are to be 1x6 or 1x8 #2 PT Southern Pine per industry standards D. The construction drawings depict a finished product v
and fully bonded to concrete/masonry 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
to each other.construction are the responsibility of the Contractor. wg
7.Buck fasteners are to be J"o TAPCON with 1j" minimum embedment into E. All Door and Window Products shall be furnished and IX k
concrete//masonry with staggered spacing equal or exceeding the installed in accordance to all applicable governing o
manufacturer's fastening schedule for framing. codes and manufacturer s ecifications.
F. All details, 'sections, and notes on the drawings are 6 o
intended to be typical and shall apply to similar
situations elsewhere unless otherwise shown.
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0/2-O20 5 B
FileCopy t t
AS,
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ild
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WINDOW/DOOR 7
4t "rb: edtddtn r��, pa�uunu — — —
REPLACEMENT Kin
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LAYOUT ;, �'/ 4s 'P t .� .\� NSF•:q
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DOOR SCHEDULE WINDOW SCHEDULE
MARK SIZE MANUFACTURER PRODUCT AGENCY EXP DESIGN DESIGN MAX. DOOR MARK SIZE MANUFACTURER PRODUCT AGENCY EXP DESIGN DESIGN MAX. WINDOW p-
WIDTH HEIGHT APPROVAL DATE ZONE PRESSURE PRESSURE WIDTH HEIGHT APPROVAL DATE ZONE PRESSURE PRESSURE Z
1 141” 96' EGS International FL29577 FBC 12/31/20 5 +56/-95 +100/-130 1 42" 96' EGS Intematlonal FL21B99 FBC 12/31/20 5 +56/-85 +100%130
70' 96' EGS international FL29677 FBC 12/31/20 5 +55/-95 +100/-130 2 42' 96' ECS International FLZ1B99 FBC 12/31/20 5 +58/-95 +1001-130
3 147' 96" EGS International F1:29677—--FBC---12/31/20---5—
4 106" 96" EGS International FL29677 FBC 12/31/20 5 +56/-95 +100/-130