HomeMy WebLinkAboutProduct Approval (4) MMADADS MIAMI-DADE COUNTY
hwAidAaw PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY-AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
E.S.Windows,LLC
10653 N.E.Quaybridge Ct.
Miami,FL 33138
SCOPE: .
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is a r m 1 with the Florida Building Code,
e tgh Velocity Hurricane Zone.
DESCRIPTION: Series 4000 Aluminum Sliding Glass Door w/Reinforcements LMI
APPROVAL DOCUMENT:Drawing No.W03-100 Rev M,titled"Series-4000 Aluminum mg Patio Door
( , through 7 of 7,prepared by Al-Farooq Corporation,dated 11/ ast revised on OCT 21,
2015,signed and sea e y a tamt- a e County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
Limitations:
1. See DP Vs Glass types&reinforcing levels in sheet 2 for 4 Panels or less configured SGD and sheet 3 for taller
two panels configured OX,XO or XX w/Heavy Duty reinforcing.Exterior(positive)design pressures are
limited to+70 PSF w/2-1/2"sill&+80 PSF w/3-1/4"sill.
2. Max.Door frame area not to exceed 96"x192"=128 ft2(4-panel)or 98"x 111"=75.5 ft'(2-HD panel)
corresponding to tested area.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Barranquilla,Columbia,
state and series and following statement: "Miami-Dade County Product Control Approved",noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT:The NOA number preceded by the Nvords Miami-Dade County,Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0923.11 and consists of this page 1 and evidence pages E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No. 15-0629.01
MIAMI•DADEcouNTY Expiration Date: March 18,2019
�( Approval Date: November 05,2015
X0'126 l�j Page 1
E.S.Windows,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files below)
2. Drawing No.W03-100 Rev M,titled"Series-4000 Aluminum Sliding Patio Door(LMI),
sheets 1 through 7 of 7,prepared by Al-Farooq Corporation,dated 11/08/03 and last revised
on OCT 21,2015, signed and sealed by Javad Ahmad,P.E.
B. TESTS (Submitted under files#14-0923.11/13-1115.03/#12-0312.03/#09-0210.07/#08-0417.03)
1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniforin Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94
Along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door,
prepared by Fenestration Testing Laboratory,Inc., Test Report No(s). FTL-3908,dated
10/09/03,FTL-3909, dated 09/26/03,FTL-3910, dated 09/30/03 and FTL-4287, dated 09/22/04,
signed and sealed by Joseph Chan,P.E. and the Test Report No. FTL-4287, dated 09/22/04,
signed and sealed by Edmundo Largaespada,P.E.
2 Additional Reference test.reports No. FTL-5471, dated 01/24/08 and FTL 7894 (Tandem
Nylon Rollers),per TAS 201/203-94, issued by Fenestration Testing Lab, signed & sealed
by Michael Wenzel,P.E. and IdaImis Ortega,P.E.,respectively.
C. CALCULATIONS
1. Anchor verification calculation, complying w/FBC 2014(51h Edition),dated 07/31/2015,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.
2. Glazing complies with ASTME-1300-02,-04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.(Former E.I.
DuPont DeNemours& Co.,Inc.for the"Sentry Glass®(Clear and White) GIass
Interlayers", expiring on 07/04/18.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (Former E.I.
DuPont DeNemours&Co.,Inc. for the"Kurray Butacite PVB Interlayers", expiring on
12/11/2016.
F. STATEMENTS
1. Statement letter of compliance to FBC 2014 (5e'Edition)and of no financial interest issued
by Al-Farooq Corp.,dated 07/29/15, signed and sealed by Javad Ahmad,P.E.
2. Statement of Lab compliance,part of above test reports.
3. Distribution agreement dated 03/05/14 between ES Windows,LLC&Energia Solar, SA,
and Colombia, signed by Andres Chamorro (Gen MGR)and Clara Garcia(Sales MGR),
respectively on behalf of their companies (submitted under#13-1115.03)
G. OTHER
1. This NOA revises NOA#14-0923.11,expiring March 18,2019.
2. Tet proposal#07-3815,approved by BCCO and dated 07/01/14 by RER.
Ish q I.Chanda,P.E.
Product Control Examiner
NOA No. 15-0629.01
Expiration Date: March 18,2019
Approval Date: November 05,2015
E-1
192"MAX. U
' DOOR FRAME WIDTH � o
6"MAX. 15" MAX. CLUSTER SI ANCHORS I
AT HEAD/SILL(INTERLOCK/ASTRAGAL) ANCHORS m
HEAD/SILL HEAD/SILL SEE DETAIL BELOW IN PAIRS Z n %
CORNERS r JA'
Q �'
ILm 0
IL
rG�11 e
OG a
.0
C D % O / F cy G O�no8
SEE SHEETS 5& 6
FOR APPLICABLE Go
REINFORCING
10
DETAILS OD AND OE o !2 v �'
I
SEE SHEET 6 FOR NO REINFORCING ❑ o
SEE SHEET 6 FOR MEDIUM REINFORCING o
SEE SHEET 5 FOR HEAVY REINFORCING o
a U� Z
B z -jw
o �
N V
0 c Mn
DOORS GLAZED WITH LAMINATED GLASS RATED FOR ' mZ o Z li..
LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. 43 11/16"MAX. 1. ASTRAGAL INTERLOCK 3"Z o
49 1/16"MAX. D.L.OPG. W Ut 0
NOM. PANEL WIDTH Lo
DAYLITE OPENINGS WIDTHS: 49 5/16"MAX. ANCHORS g W r M
VI�)'/1RE.TLLI
" UTRACNIN PAIRS
FIXED/LOCK STILE-INTERLOCK = PANEL WIDTH - 5.375" NOM. PANEL WIDTH INTO CONC. 0
INTERLOCK-ASTRAGAL = PANEL WIDTH - 5.625` AT SILL
TYPICAL ELEVATION
DAYLITE OPENING HEIGHT: TESTED UNIT
PANEL HEIGHT - 5.00" pA0o0CT{tF.vIBfD w W
F
PANEL HEIGHT = DOOR FRAME HEIGHT - 1.250" p I NR-Cads Apr w���4A- 3
THIS ADDITIONAL ANCHOR Aa�atdayr=�•-6� o z
REQUIRED AT HEAD gynplt,�,6.6.1'Z� w
FOR ANCHORS INTO WOOD
SERIES-4000 ALUM SLIDING GLASS DOORkiu- � L "
R "
DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN
AND APPROVED CONFIGURATIONS ON SHEETS 2 AND 3.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m O o d m
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 6" RETAINING CLIP H o
HURRICANE ZONE(HVHZ). AT HEAD&SILL o
x z
1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY a 0
TO TRANSFER LOADS TO THE STRUCTURE. E; l
ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS �} (�} �- - Enqr:JAVAD AHMAD �
EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIVIL
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 10 FIA.PE t 70592 i
CAN. 538 f 8
NOT PART OF THIS APPROVAL. 2• 1 1/2" 1 1/2"
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. PD15
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.
drawing no.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT W03_1 00
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE DETAIL CLUSTER OF ANCHORS AT INTERLOCK/ASTRAGAL NDS
REQUIREMENTS OF THE FLORIDA BUILDING CODE. 1/4" ULTRACON DIRECTLY INTO CONCRETE AT SILL sheet I of 7
r
SEE SHEET 3 FOR OX, XO OR XX DOORS WITH HEAVY REINFORCING
La-tjo
DESIGN LOAD CAPACITY - I'SF 3
(ALL CONFIGURATIONS SHOWN ON THIS SHEET) Z m J
GLASS TYPES 'A', 'B' OR V O k
NOMINAL DOOR FRAME NO RE]NFOR'G MEDIUM REINFOR'G HEAVY REINVG
PANEL D.
HDGHT Q d n �
INCHES INCHES I EXT. (+) INT. (-) EXT. (+) INT. (-) EXT.(+) INT. (-) O o
30 70.0 80.0 70.0 80.0 70.0 80.0 d
36 70.0 80.0 70.0 80.0 70.0 80.0 a t]
42 81 1/4 - - 70.0 80.0 70.0 80.0 C t a
3/16"H.S. GLASS5/32" HEAT STREN'D GLASS 48 - - - - 70.0 80.0 V G H
3/16"H.S. GLASS O w o
.090"Interlayer 54 - - _ - 70.0 71.1 a 4 Q a
SenlryGlas 090"Interlayer 090"Interlayer 30 - - 70.0 80.0 70.0 80.0 0 a O
Butacite PVB Bulacile PV8
By 'Kuraray Americo, Inc.' 36 - - 70.0 80.0 70.0 80.0 N p
By'Kuraray America, Inc.' By 'Kuraray America, Inc.' 96 ;LL ry
3/16°H.S.GLASS 42Q G
3/76"H.S. GLASS 4l, - - - - 70.0 80.0
I/4" HEAT STREWD GLASS ZZ flNVO
SILICONE SILICONE Q W ct f
DOW CORNING 79 DOW CORNING 795
_SILICONE O
DOW CORNING 795
� N
) IXy yJl v
O C O K W
K K
a t3 'i; li, 13 la to a 5 13 ii iii DOOR HEIGHT AND WIDTH SIZE MUST COMPLY WITHon
EGRESS REQUIREMENTS PER FBC AS REQUIRED.
K I I ¢ K V F
II I II I o II,. o J LJ li
J W
J
34 / 34 34 ¢ 0 M m 01
14 14 14 Z 3
GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C° -n
w 'n
U) J
VRODUCr REVISED 0
b eewpltley wilts lb.Florida
Jptllo>,Code
Meepd+ce No lS^ 0629.6
6aPMp18e Date'tl til A0. D
T 53
rote c..nt
0
DOOR FRAME W. DOOR FRAME WIDT DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH NOTE:
MGM. GLASS CAPACITIES THIS SHEET ARE ` ° n o =qj
PANEL BASED ON ASTM E1313 -500-09 (3 SEC. GUSTS)
TM a x a
AND FLORIDA BUILDING COMMISSION x
- DECLARATORY STATEMENT DCA05-DEC-219 0
w� D
Q_ DD E D E D D E D Q o
En9r:JAVAD AHVAD
bi CML j a
6 FIA A.N.PE 538592 A'
XO(SHOWN) OXO(SHOWN) XXX(SHOWN) OXXO XXXO(SHOWN) Q drawing no.
Ox xxx xxxx W03-100
xx
APPROVED CONFIGURATIONS sheat_-2 -f 7
CLUSTER OF ANCHORS DESIGN LOAD CAPACITY - PSF U w
AT INTERLOCK 3/16"H.S. GLASS o
98"MAX. FOR 111" MAX. DOOR FRAM DETAIL BELOW (OX,XO OR XX ONLY) 3/16"H.S. GLASS
KKKKKK111III GLASS TYPES D' OR 'E' .090" Interlayor
108"MAX. FOR 100"MAX. DOOR F E H7. Sant las .090" Interlayer rn
HEAVY REINF'G(SEE DETAIL SHEEP 5) ryG o
DOOR FRAME WIDTH By'Kuroray America, Inc.' Butocite PVB Z 3
15"MAX. NOMINAL DOOR FRAME By'Kuroroy Americo, Inc.'
6"MAX TYP TYP. PANEL WIDTH HEIGHT EXT. (+) INT. (-) 3/16"H.S. GLASS Z N
HEAD/SILL A HEAD/SILL INCHES I INCHES 3/16"H.S. GLASS E
CORNERS 30 80.0 103.0 SIVCONEO o 0
36 80.0 103.0 DOW CORNING 795 SILICONE n v
DOW CORNING 795 �
42 68.6 88.3 d
10 'If' 45 81 1/4 64.0 82.4 Q Q
48 80.0 70.0w o o D m
54 72.6 63.5 m m 'O- Q'C?C °O
IL
p 30 80.0 103.0 5Y vNj Q n o q
C INTERLOCKS H 36 80.0 103.0 M u 13 til i, rc M o 13 i�' �'�;O t!7�
WITH 42 96 80.0 70.0
I, If Ii.,: I• IiIHEAVY REINF. .: Z
ONLY 48 80.0 70.0 O7
VE
54 72.6 63.5
! 30 80.0 103.0 0
36 60.0 103.0 '-
z a ° n oro 42 100 80.0 70.0 14 14 v
r \ IN
48 80.0 70.0 GLASS TYPE 'D' GLASS TYPE 'E' o n
0 0 II 54 72.6 63.5 o ^
o REINF. < M a 30 80.0 70.0
SEE SHEET 5 36 111 80.0 70.0 6 U v
ca
I 42 80.0 70.0 31 32 z J w
I 48
80.0 70.0 �
0
THE SHOWN EXT. (+) LOADS REQUIRE
H - 3-1/4"SILL HEIGHT(DTL.81 ON SHEET 4). \ __ CE CE O 0)M n
a REDUCE EXT.(+) LOAD CAPACITY TO
II +70.0 PSF IF 2-1/2"SILL HEIGHT IS USED '' �1.' .. o Z 3
61 10 INT.(-)LOADS REMAIN UNCHANGED. ' : ' ::° '' ...... 7 3 Z LL
DOOR HEIGHT AND WIDTH SIZE MUST COMPLY WITH PRODUCE REVISED
EGRESS REQUIREMENTS PER FBC AS REQUIRED. meela C rilhThrFlarl�e ••• '�7+ '•...•••.. `� !nM
.....,,• .;iii?i�
443/8" an
BApYsWoDalr �ltle�la ---_--
D.L. OPG.
44 3/B' � v ..R C-.,A O O
50" D.L. OPG. fO
PANEL WIDTH THIS ADDITIONAL ANCHOR m u
50" REQUIRED AT HEAD -u
1/4"UL7RACON PANEL WIDTH FOR ANCHORS INTO WOOD HEAVY REINFORCIN ° >e
DIRECTLY INTO CONC. G yt
AT SILL AT EXTERIOR/INTERIOR INTERLOCK a a
� �W
TYPICAL ELEVATION (OX) (SHOWN) vo
THIS SIZE TO HAVE HEAVY REINFORCING AT INTERLOCKS r,1
NOTE:
(SEE SHEET 5) �� 01- - ,�,� „„
6"RETAINING CLIP GLASS CAPACITIES ON THIS SHEET ARE o o"o
< BASED ON ASTM E1300-09 3 SEC. GUSTS 2
AT HEAD &SILL A 3 d
DOOR FRAMe w� DooR_FRAME W. DOORRA�nE w.� AND FLORIDA BUILDING COMMISSION
I I If _ll I I N DECLARATORY STATEMENT DCA05-DEC-219 �
mm D Eng,..JAVAD AHMADCIVIL
m
¢ � 10 FLA PE 70592
•.p 4- -0 G- C N. 538
o H C C H JB1
H
o 81 B1 7" " V
XO OX XX
DETAIL CLUSTER OF ANC.HORC AT INTERLOCK ENDS W03-100
APPROVED CONFIGURATIONS 1/4"VLTRACON DIRECTLY IMO CONCRETE AT SILL
sheat 3 of 7
EDGE DIST. TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS r'
SEE ELEV.FOR SPACING EDGE DIST. SEE ELEV. FOR SPACING 1X OR 2X WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS �v o
3/4 PROPERLY SECURED MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER M o
MIN. 18Y OR 2BY WOOD BUCK I THEM TO THE BUILDING STRUCTURE. o
(SEE NOTE SHEET 1) ., V, 2'
Fa . a ` ".O.C. CO�ICRETE°aCMIN. 2'1/4<-O.C.- - N
p �GNCREiE, .a ' a• ...I°'.' '3 KSI°MIN. TYPICAL ANCHORS: SEE ELEV.FOR SPACING Q a G
.a' a• .a..3 KSI.MIN. a
TYPICAL ANCHORS 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI, Fy=155 KSI) C o m o
3 PER CUP I TYPICAL ANCHORS
INTERLOCK/ASTRAGALd. 3 PER cL1P INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0.
INTERLOCK/ASTRAGAL w 1-1/2" MIN. PENETRATION INTO WOOD ° d
1 /{ THRU 1BY BUCKS INTO CONC. OR MASONRY V p
O 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O'0 m o
1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) 0 n
A 'I I 16 III I MIAMI-DADE COUNTY APPR'D MULLION W
O I I IUl STEEL= 1/6"THK. MIN.FY-36 KSI DIRECTLY INTO CONC. OR MASONRY
8 ALUMINUM = 1/8"THK. MIN. (6063-T5) 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) LL Z a( o
SEE SEPARATE NOA J y 0
10 q 4 EDGE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Baroq
DIST. 2 1/4"O.C.
a li 'I
1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
34 TYPICAL ANCHORS INTO MIAMI-DADE COUNTY APPROVED MULLIONS
3 PER CUP m
ALUMINUM 1/8" THK. MIN. 6063-T5 MIN.
I I' 11 13 b h INTERLOCK/ASTRAGAL � / ( ) J .-
�I� l II Iii tt INTO METAL STRUCTURES (HEAD/JAMBS)
O O STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) C
TYPICAL ANCHORS IN PAIRS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
1 Iii i ;i Iii SEE ELEV.FOR SPACING
II NO SHIM SPACE TYPICAL EDGE DISTANCE U
'z c�
Oi i 1 INTO CONCRETE AND MASONRY = 2-1/2" MIN. z 4
TYPICAL ANCHORS IN PAIRS INTO WOOD STRUCTURE = 3/4" MIN.
w
SEE ELEV.FOR SPACING in N
INTO METAL STRUCTURE = 3/4" MIN. f/1 v1��
1 1i I I METAL 0 0 I'7
x i a+ ',iSTRUCTURES WOOD AT HEAD OR JAMBS SG - 0.55 MIN. p e
a
U. i' EDGE (sEE SPEC) CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. $ Z 3
= o R'i DIST. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 3 z
2 1/4"O.C. \ w_ Vl
o W I X11 I' 'I ++ wLoQJ
I j1 li li' f TYPICAL ANCHORS - SEALANT: M
3 PER CUP ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
I I I I I INTERLOCK/ASTRAGAL WHITE/ALUMINUM COLORED SILICONE.
.6 1T 1
p p O IYEEPHOLES:
16 SCREWS u
-AT 19"O.C. W1 = 1-3/4" WEEP NOTCH AT EACH END
I i II 1,1 h,
ALONG FRAME WIDTH o Is 6
W2 = 3/4" WEEP NOTCH AT EACH END o
28 2A W3 = 3" X 1/4" WEEP HOLES AT 2" FROM EACH END y a
1 d
PAODUC f REVISED
li i. 4 �S I p rmeo�pl7Tup trhR the Mrku
10 11 I' 1 I� I 11 I Wldlryl CnOe N •" h
AaeplNt Nle%5-0124"o\ o
/// 14 z 8 Fa p w Belftidw Dole •N
6 N 61 \C \N \ > Cx 's o
\�JJ 330333 > O'
�_ n ttcm%-
17 g s TRACK COVER 1y
O �ST.1 STEEL Engr.JAVAD AHMAD 0 o
° L z
0
° a
' FIA P �70592
�..I..1....... .... 1 ..,:.' ^ CA 538
.........Q....a ..a.':
POURED do HARD ED
EDGE DIST. 2 1/4' ° HIGH STRENGTH ROUT EDGE DIST. 2 1/4" CONCRETE o
W3 NOT BY E.S. DOWS ° "3 KSI MIN. O
CONCRETE ° ACETAL WHEELS ST. STEEL WHEELS
I I .MUST TRANS R SHEAR I tl .• a
3 K51 MIN.' 1�1 LOADS 70 RUC7URE IN METALLIC HOUSING IN METALLIC HOUSINGqCi
drawing no.
PICAL ANCHORS TYPICAL ANCHORS .° 'PABOSA' GTT-26/13-02A 'BSI' AR06BSS-ISI/4W03-100
3 PER CUP TYPICAL ANCHOR PAIRS 3 PER CLIP TYPICAL ANCHORS IN PAIRS 2015
INTERLO TRAGAL SEE ELEV.F PACING INTERLOCK/ASTRAGAL SEE ELEV.FOR SPACING
sheat 4 of 7
ITEM P PART i QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �U
1 ES-4001-1 1 FRAME HEAD 6063-T6 -
I
2 ES-4002-1 1 STD. FRAME SILL 6063-T6 _ Mo
2A - 1 HI-RISE FRAME SILL 6063-T6 - 0F J
3 ES-4003-1 1 FRAME JAMB 6063-TO - W .�
4 ES-4004-1 2/PANEL TOP AND BOTTOM RAIL 6063-T6 - Q f ry al
5 ES-4005-1 AS READ. LOCK STILE 6063-T6 - O o
6 ES-4006-1 AS REGD. INTERLOCK 6063-T6 - a
7 ES-4007-1 AS READ. FEMALE ASTRAGAL 6063-T6 - p
8 ES-4008 AS READ. TOP&BOTTOM RAIL STIFFENER 6063-T6 - C t d
9 ES-4009 2/PANEL PANEL GUIDE(TOP ONLY) CELCON NOT SHOWN V p M
10 ES-4010 2/PANEL RETAINER CLIP, 6"LONG 6063-T6 - a C0 IL
lfl °p
13 27-445 AS READ. GLAZING WEDGE GASKET EPDM DUROMETER 7515 SHORE A.SOLUCIONESENCAUCHO C 0 W
14 27-448 AS REGD. BOTTOM RAIL GLASS STOP EPOM DUROMETER 6815 SHORE A,SOLUCIONESENCAUCHO
O O 14A 27-449 AS READ. TOP RAIL&STILES GLASS STOP EPDMDUROMETER 7515 SHORE A,SOLUCIONESENCAUCHO )Q N
23 7 15 W23241NK A5 REOD. STILE&JAMB W'STRIPPING - GLASS PANELS, ULTRAFAB In Q J
35 16 Q26647DK AS REGD. TOP RAIL W'STRIPPING - GLASS PANELS, ULTRAFAB Q W £
17 ES-4015 AS REGD. BOTTOM RAIL W'STRIPPING VINYL GLASS PANELS O
19 #10X1-1/4"PH SMS B/ PANEL PANEL ASSY SCREWS - GLASS PANELS
19A #10X1"FH SMS 2/CORNER FRAME ASSY SCREWS -
20 GTT-26/13-02A 2/MOV.PANEL TANDEM ACETAL WHEELS IN - PABOSA w
METALLIC HOUSING p
/ 20A AR06SSS-151/4 2/MOV.PANEL TANDEM ST. STEEL WHEELS IN - BSI o
\ METALLIC HOUSING
21 #1OXI-1/4"PH SMS 1/ROLLER ROLLER INST.SCREWS - GLASS PANELS ONLY
/ 23 2300-LOSS 1/MOV.PANEL 3 PLY METALLIC HOOK LOCK ST. STEEL - J
24 - 2/LOCK LOCK INSTALLATION SCREW - #6-32 X 1/2'FH MS, ST. STEEL o J
INTERLOCK STILES EXT. ASTRAGAL STILE 25 537 1/LOCK LOCK STRIKE PLATE PLATED STEEL -
31 32 - 26 #10 PH SMS 2/LOCK STRIKE PLATE MOUNT.SCREW - NOT SHOWN
27 #6232 1/LOCK INTERIOR AND EXTERIOR PULL - (3)#6-32 X 1/2'FH MS,5T.STEEL
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28 ES4028 AS READ. SILL RISER 6063-T5 Z
29 ES-4017 2/ PANEL FIXED PANEL CLIP(OUTSIDE PANEL) 6063-T5 - 1 -n
MEDIUM REINFORCING 29A ES-4020 2/ PANEL FIXED PANEL CLIP(INSIDE PANEL) 6063-T5 FOR OXO DOORS w V7 U�7 Q
AT EXT. INTERLOCK & ASTRAGAL STILES 30 #1OX1/2' PH SMS 2/CLIP FIXED PANEL CLIP FASTENER - - g W M:a
31 - AS REGD. 1/4"X 1-1/2'REINFORCING BAR 36 KSI STEEL LENGTH= PANEL HT. - 6.5" O
32 - AS READ. 1/2"X 1-1/2"REINFORCING BAR 36 KSI STEEL LENGTH =PANEL HT. - 6.5-
33 P38024FK AS READ. 3'LONG SELF ADHESNE PILE PAD WOOL AT HEAD AND SILL
34 - 2/SIDE BUMPON NEOPRENE -
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no.
NO REINFORCING W03-1 00
sheet 6 of 7
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.062 31 32 FRAME TOP CORNER W
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1.0 RETAINER CLIP SCREEN TOP/BOTTOM RAIL SCREEN STILE sheet 7 of 7