HomeMy WebLinkAboutProduct Approval (2) NOTICE OF PRODUCT CE TIFICATION
CERTIFIC TION NO: NI009448.02
DATE: 07/14/2015
M CERTIFICATION ROGRAM: Structural
OMPANY: Eastern
CODE: 1783-1
ED Pp
To verify that the"Notice of Product Certification"is valid,please visit y ww.NAMCertification.com to assure that the
product is active and currently listed.This certification represents produc conformity to the applicable specification and
that certification criteria has been satisfied. ANAMI approved certificati n label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS RODUCT DESCRIPTION
Eastern Architectural Systems Series"FWI 6000" Aluminum
16341 Domestic Avenue ImpacJRated Sliding Glass Pocket Door
Ft.Myers,FL 33912
GlazLaminate-1/8"Heat Strengthened Glass/
0.090" by Eastman/l/8"Heat Strengthened Glass
Frame: 658mm(144") H-2438mm(96")
Panel: 251mm(49.25") H-2400mm(94.5")
Pocket: 406mm(16") H-2438mm(96")
SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101/I.S.2/A440-05 S -1145 3658 x 2438(144 x 96)
ANSU A 101/I.S.2-97 SGD-R45 (144 x 96)
ASTM E1886-02/E1996-02 Des'gn Pressure: ±2155 Pa(45 pst)
ind Zone 3-Missile Level D
Product Tested By: Architectural Testing,Inc.
Report No: ATI-66544.03-401-44/66544.04-40 -44
Expiration Date: October 31,2020
Administrator's Signature:
NATIONAL ACCREDIT TION AND
MANAGEMENT INSTI UTE, INC.
4794 George Washington Mem rial Highway
Hayes,VA 23072
Tel: (804)684-512
Fax: (804)684-512
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER NEW REQUIREMENTS 01/09/18 R.L.
NOTES: 12. ALL FASTENERS TO BE CORROSION RESISTANT.
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR 14. APPROVED CONFIGURATIONS: OXXO, OXX, XXO, XX, OX, XO
ENGINEER OF RECORD. 15. UNITS MUST BE INSTALLED WITH 2 1/4" SILL RISER.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T6.
6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 SEE SHEET 2 FOR DETAILS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
10. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR ANCHORING TROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
SIGNED:01/09/2018
`- FA4IERN ARCMIECNIULSYSIEMS
'��i� AOMSpN OF ,,it
Eastern FAS,ERNI.�TALSUP0.Y ��,��R
.1 eaoa�zuw V VG,.F-tj
S �tlf'ra:
SERIES FWI 6000 ALUMINUM IMPACT RATED k• p" 61 �4-
SLIDING GLASS DOOR
NOTES ��• TAT ��'
r� k/
TABLE OF CONTENTS
DRAWN: DWG NO. REV !a'�F•:��OR1O4'!'1' �\
SHEET N0. 08-02676 NOTES DESCRIPTION SCALE NTS DATE 03/30/15 sA
SHEET 1OF 1 1 J/,lsslQf 11111��G\`\
2 ELEVATION L.ROBERTO LOMAS P.E.
3 — 11 INSTALLATION DETAILS 1434340 FOR DLEW@momE AIC27023Luis R. Lomas P.E.
asx c»m FL No.: 62514
REVISIONS
198" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED
16" MAX A REVISED PER NEW REQUIREMENTS 01/09/18 R.L.
6" MAX O.C. 6" MAX
6" MAX
210.0 AX
1 7/16„
3/16" HS
EXTERIOR .090 SAFLEX BY EASTMAN
MAX 0 X X 0 WEDGE GASKET 3/16" HS
FRAME a 2541 BY MPI
HEIGHT FPVC 65 DUROMETER
INTERIOR
5/8" By ITE SETTING BLOCK (30096)
85
BY CENTRAL RUBBER
EXTRUSIONS
GE 1800 SILICONE
6" MAX GLAZING DETAIL
T
SERIES FWI 6000 ALUMINUM IMPACT RATED SLIDING GLASS DOOR
EXTERIOR VIEW
UNITS UP TO 4 PANELS IN UNLIMITED CONFIGURATIONS AREAPPROVED,SEE NOTE 14
SHEEET 1,AS LONG AS INDIVIDUAL PANEL AREA DOES NOT EXCEED 33.64 FT2
DESIGN PRESSURE RATING IMPACT RATING 1, (8) 1 3/4" WEEP NOTCH FOUR AT EACH END OF FRAME SILL
+80.OPSF
LARGEAND SMALL 2. PANEL SIZE: 51" X 95"
MISSILEIMPACT 4. D.L.O.: 44 3/4" X 90 3/4"
MISSILE LEVEL D,WIND ZONE 4
SIGNED:01/09/2018
eAsn:aa ArscxaEcruwa srsrer.+s
Eastern: ,� R. L p
Fir' � f N �ly�i�i
Wpm v�G SF.s
SERIES FWI 6000 ALUMINUM IMPACT RATED "-- P. - 61 Bk_'
SLIDING GLASS DOOR — owl ''
ELEVATION TATE OF.
DRAWN: DWG NO. REV �'�`•'OlDR10P��
N.G. 08-02676 A ' \��`
HARDWARE SCHEDULE SCALE NTS 3/30/15 SH-2 OF 11 N' IIIAl11 \`
A (1)FLUSH MOUNT STEEL THREE PLY HOOK LOCK AT 41-FROM BOTTOM MOVING PANEL LOCK STILE LROBERTOLOMASP.E. LUIS R. Lomas P.E.
B. (1)STEEL KEEPER AT 39 112'FROM BOTTOM FEMALE ASTRAGAL STILE 1432 WOODFORD RD LEWISVILLE;NO 27023
C. (2)ADJUSTABLETANDEMALUMINUMWHEELSINALUMINUMHOUSINGATEACHPANELSOTTOMRFUL 434b68-0609 rllomas�dlAomaspe.mm FL No.: 62514
REVISIONS
REV DESCRIPTION DATE APPROVED
1/2"-MIN— = 1/2" MIN A REVISED PER NEW REQUIREMENTS 01/09/18 R.L.
EDGE DISTANCE EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD 1 1/4" MIN.
& APPROVED EMBEDMENT
SEALANT
1 1/4" MIN.
1/4" MAX. EMBEDMENT
SHIM SPACE WOOD FRAMING 1/4" MAX.
OR 2X BUCK r SHIM SPACE
BY OTIHER
INTERIOR
EXTERIOR SCREW OD 1/2" MIN
EDGE
INTERIOR
#10 WOOD 1/2"SCREW EDGE 7BACKER
XTERIOR
#10 WOD
SCREW & APPROVED
WOOD FRAMING SEALANT
OR 2X BUCK JAMB INSTALLATION DETAIL
BY OTHERS 1 1/4" MIN. WOOD FRAMING OR 2X BUCK INSTALLATION
EMBEDMENT
1/2" MIN 1/2" MIN .
EDGE DISTANCE EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED:01/09/2018
EA4IEAN IIRCHIIECNEAL 8Y9TFA44
WN-111-7P
ADWON� wfi(!1y �� R L0DOAIF9TICiMl AVE
n o PoRrMYER$R=1R J t F N q�/
SERIES FWIN6000 ALUMINUM IMPACT RATED
SLIDING GLASS DOOR
2 TRACK INSTALLATION DETAILS ,r tAT QF
NOTES: DRAWN: DWG NO. REV '1.INTERIOR AND �DR
NO SHOWN FOR CLARITY.
FINISHES,BYOTHERS, sca�E NTS DATE 03/30/15 08-02676
A
EET36 OF 11
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
MAS P.E.
LUIS R. Lomas P.E.
DESIGNED/N ACCORDANCE WITH ASTM E2112 L ROBERTO LO
1432 WOODFORD RD LEWISVILLE,NC 27023
434-688-0609 dlomas@lrlamaspe.com FL No.: 62514
REVISIONS
REV DESCRIPTION DATE APPROVED
- A REVISED PER NEW REQUIREMENTS 01/09/18 R.L. -
1/2" MIN 1/2" MIN
EDGE DISTANCE r EDGE DISTANCE
1/4" MAX.
METAL SHIM SPACE
STRUCTURE METAL
BY OTHERS STRUCTURE
BY OTHERS 1/4" MAX.
BACKER ROD �I SHIM SPACE
& APPROVED D
SEALANT #10 SMS OR � INTERIOR
SELF DRILLINGMIN.
SCREWS EDGEE DISTANCE
INTERIOR
EXTERIOR
1/2" MIN.
EDGE DISTANCE EXTERIOR
#10 SMS OR
#10 SMS OR SELF DRILLING
SELF DRILLING SCREWS BACKER ROD
SCREWS & APPROVED
SEALANT
METAL STRUCTURE JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
1/2" MIN. 1/2" MIN.
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SIGNED:01/09/2018
Eastern eas E R wcartE* srsmaa
WiN
e�u�m�enxa�awv�r
e a EORTNYFA9.M=,2
0o q. a »p. eawaaw
SERIES FWI 6000 ALUMINUM IMPACT RATED `* 0 6 T4
SLIDING GLASS DOOR ` �,
2 TRACK INSTALLATION DETAILSTT �G+L
NOTES: DRAWN: DWG NO. REV1.INTERIOR AND
NOT SHOWN FORCLgERIry FINISHES,BYOTHERS, SCALE NTS °ATE 03/30/15 08-02676
6 A
OF 11
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
� 494-688-0609 Alomas@ldomaspe.aom
REVISIONS
REV DESCRIPDON DATE APPROVED
- 1 5/8" A REVISED PER NEW REQUIREMENTS 01/09/18 R.L.
SEPARATION
2" MIN. 2" MIN.
EDGE DISTANCE EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
c ' 1 1/4" MIN.
OPTIONAL 1X BUCK "d• •a '• EMBEDMENT 1 1/4" MIN.
TO BE PROPERLY r EMBEDMENT
SECURED I CONCRETE/MASONRY
SEE NOTE 3 SHEET 1 BY OTHERS
1/;" MAX. 1/4" MAX.
SHIM SPACESHIM SPACE INTERIOR
BACKER ROD •a
& APPROVED 2" MIN. '
SEALANT 3/16" TAPCON EDGE DISTANCE b.. .
1 3/8"
EXTERIOR INTERIOR SEPARATION
EXTERIOR
2" MIN. r3/16" TAPCON
EDGE DISTANCE
3/16" TAPCON
OPTIONAL 1X BUCTO BE PROPERLY
SECURED & APPROVED
OPTIONAL BUCK SEE NOTE 3 SHEET 1 SEALANT
0 BE
PRR OPERLY _
SECURED
SEE NOTE 3 SHEET 1JA
:�..'•'.a 1 1/4" MIN. CONCRETEWASONRYINSTALLATION
CONCRETE/MASONRY EMBEDMENT
BY OTHERS
2" MIN. 2" MIN.
EDGE DISTANCE EDGE DISTANCE
NOTES:
SEPARATION 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SIGNED:01/09/2018
IY&�WlsR&TtB�N-srsmo
wl -
oM5ON'c y I, 11 o
Eastern TMEza, wa . R co
VERTICAL CROSS SECTION
CONCRETE/MASONRYINSTALLATION n *w'na.:^ v FORmo-iz '�"'+' ENS+ 9f� .
SERIES FWI 6000 ALUMINUM IMPACT RATED
SLIDING GLASS DOOR
2 TRACK INSTALLATION DETAILS
DRAWN: DWG N0. REV �► `• �
OS
scALE NTS DATE 03/30/15 SHEET A
EEr3OF 11
L ROBERTO LOMAS RE Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 LU15 R.FL NoL62514
434-688-0609 dlomas@Ulamaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER NEW REQUIREMENTS 01/09/18 R.L.
1/2" MIN 1/2" MIN
EDGE DISTANCE� � � r EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 1/4" MIN.
EMBEDMENT
BACKER ROD 1/4" MAX. 1 1/4" MINV1/4" MAX
& APPROVED SHIM SPACE EMB
SEALANT INTERIOR
0 0 ,/2'�#10 WOOD EDGE SCREW
EXTERIOR INTERIOR #10 WOOSCRE#10 WOOD
SCREW 1/2"EDGE
EXTERIOR
BACKER ROD
WOOD FRAMING & APPROVED
i16—rl OR 2X BUCK SEALANT
WOOD FRAMING 1 1/4" MIN. BY OTHERS
OR 2X BUCK EMBEDMENT JAMB INSTALLATION DETAIL
BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLA TION
1/2" MIN. 1/2" MIN.
EDGE DISTANCE EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED:01/09/2018
Eastern FASIENNARCNIIECNR LSYalQA4
�a ADMSpN OF KNI:TI1►Itt
IM�smwusuvRr Lo�/����.
n: «o o o» raarNrsRs.rvaau �� J• GEN X71
SERIES FWI 6000 ALUMINUM IMPACT RATED =it 0' 6
SLIDING GLASS DOOR
3 TRACK' INSTALLATION DETAILS ~
�A� TAT OF
NOTES: DRAwN: Owc No. REV
NOTSHOWNFORCLARITY FINISHES,BYOTHERS, SCALE NTS DATE 03/30/15 DB SOEEr66 OF 11 A ltClljl�ll
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112 �� LROBERTOLOANS P.H Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
4$4-688-0609 Alomas@iilomaspe.com
REVISIONS
REVDESCRIPTION DATE APPROVED
- A- REVISED PER NEW REQUIREMENTS 01/09/18 R.L.
1/2" MIN 1/2" MIN
EDGE DISTANCE r r EDGE DISTANCE
1/4" MAX.
SHIM SPACE /4" MAX.
METALI SHIM SPACE
STRUCTURE -r INTERIOR
BY OTHERS I EDGE2DIST� ANCE
BACKER ROD O I
& APPROVED #10 SMS OR
SEALANT SELF DRILLING #10 SMS OR
SCREWS SELF DRILLING
SCREWS
EXTERIOR INTERIOR 1/2" MIN.
N.
EDGE DISTANCE EXTERIOR
#10.SMS OR METAL
SSTRUCTURE BACKER ROD
ELF DRILLING
SCREWS BY OTHERS & APPROVED
SEALANT
METAL
STRUCTURE JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
EDGE DISTANCE EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SIGNED:01/09/2018
. ��i �� ewvrowano`"iv�iswN�sY$'� 111Y��ll/
r Eastern FO TM�YEMER9 RMS�SWRY � o`� Z
v 3v�O ENSF�99,/J'
SERIES FWI 6000 ALUMINUM IMPACT RATED >*. 0
SLIDING GLASS DOOR
3 TRACK INSTALLATION DETAILS 4���0 �TyAT OF � �F
NOTES: DRAWN: DWG N0. REVI.INTERIOR AND
NO SHOWN FOR CLARITY.EXTERIOR FINISHES,BYOTHERS, SCALE NTS DAA 03/30/15 OS SDHEEr76 OF 11 A ✓J'lssla ll�If�►��G`\`
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTME2112 LROBERTOLOMASP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434688-0609 rllomas@ldomaspe.aom
REMSIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER NEW REQUIREMENTS 01/09/18 R.L.
1 5/8" 1 5/8"
SEPARATION SEPARATION
2" MIN. 2" MIN.
EDGE DISTANCE EDGE DISTANCE
1 1/4" MIN. 1/4" MAX.
CONCRETE/MASONRY EMBEDMENT SHIM SPACE
BY OTHERS ° a 1 1/4" MIN.
.• •• EMBEDMENT �-
2" MIN. INTERIOR
OPTIONAL 1X BUCK EDGE DISTANCE
TO BE PROPERLY 1/4" MAX.
SECURED SHIM SPACE
SEE NOTE 3 SHEET 1 1 I I I I 1 1/2- SEPARATION
BACKER ROD 3/16" TAPCON
& APPROVED
SEALANT 1 1/2" SEPARATION 3/16" TAPCON
EXTERIOR
EXTERIOR INTERIOR
2" MIN. .�.
EDGE DISTANCE
i
3/16" TAPCON CONCRETE/MASONRY
BY OTHERS BACKER ROD
OPTIONAL 1X BUCK & APPROVED
OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEALANT
TO BE PROPERLY SEE NOTE 3 SHEET 1
SEE NOT SECURED
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY CONCRETE/MASONRYINSTA TIO
BY OTHERS °: e: :•. 1 1/4" MIN.
EMBEDMENT
2" MIN. 2' MIN.
EDGE DISTANCE EDGE DISTANCE
1 1/2" 1 5/8"
SEPARATION SEPARATION SIGNED:01/09/2018
VERTICAL CROSS SECTION Eastern; \\U�till l/l/?��
CONCRETFJMASONRY INSTALLATION
�e��°°ussncAve suPxr xN �Vt, L0��,,'
wRrwER M=1 J
SERIES FWI 6000 ALUMINUM IMPACT RATED �•* Q;,$�la� 1k_
SLIDING GLASS DOOR
3 TRACK INSTALLATION DETAILS , TATE OF
NOTES: DRAWN: DWG N0. REV %�{r
NOTSHOWNFORCLARITY FINISHES,BYOTHERS, scALE NTS DATE 03/30/15 08 502E686 OF 11 A ��i�stQNAM1111�i��G���,
2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWIS VILLE,NO 27023 FL No.: 62514
434-686-0609 AI°mas@trl°maspe.mm
RENSIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER NEW REQUIREMENTS 01/09/18 - R.L.
1/2" MIN 1/2" MIN
EDGE DISTANCE� � � EDGE DISTANCE
1 1/4" MIN. 1 1/4" MIN. 1/4" MAX.
WOOD FRAMING EMBEDMENT EMBEDMENT r SHIM SPACE
OR 2X BUCK
BY OTHERS INTERIOR
1/4° MAX.
I SHIM SPACE 1/2" MINBACKER ROD EDGE DISTANCE
& APPROVED D D
SEALANT
#10 WOOD #10 WOOD
SCREW SCREW
EXTERIOR #10 WOOD
SCREW
INTERIOR 1/2" MIN .
EDGE DISTANCE
- J� "EXTERIOR
WOOD FRAMING BACKER ROD
OR 2X BUCK & APPROVED
BY OTHERS SEALANT
WOOD FRAMING 1 1/4" MIN.
OR 2X BUCK EMBEDMENT
BY OTHERS JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/2" MIN 1/2" MIN .
EDGE DISTANCE EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED:01/09/2018
-WlEastern
o.
SERIES FWI 6000 ALUMINUM IMPACT RATED „* p?(T-if"'00
61
SLIDING GLASS DOOR 4TRACK INSTALLATION .DETAILS 4''f
NOTES., DRAWN: DWG N0. REV
NOTSHOWNFORCLARITK FINISHES,BYOTHERS, SCALE NTS DATE 03/30/15 08-02676
A
OF 11 �'��s�/�INIAi ►�?�`\
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
DESIGNED IN ACCORDANCE WITHASTM E2112
1432 WOODFORD RD LEWISVILLE,NG 27023 FL No62514
494£66-0609 dlomas@ldomaspe.00m
REVISIONS
REV DESCRIPDON DATE APPROVED
- - A REVISED PER NEW REQUIREMENTS 01/09/18 R.L.
1/2" MIN 1/2" MIN
EDGE DISTANCE� � �EDGE DISTANCE
1/4- MAX.
SHIM SPACE 1/4"
METAL HIM MAX.
STRUCTURE -� SHIM SPACE
BY OTHERS INTERIOR
B
1E D MIN.
BACKER ROD EDGE DISTANCE
2it
& APPROVED #10 SMS OR
SEALANT SELF DRILLING
SCREWS #10 SMS OR
INTERIOR SELF DRILLING
EXTERIOR SCREWS
1/2" MIN.
#10 SMS OR EDGE DISTANCE
SELF DRILLING
SCREWS
EXTERIOR
METAL-'
ETAL BACKER ROD
STRUCTURE METAL & APPROVED
BY OTHERS STRUCTURE SEALANT
BY OTHERS
JAMB INSTALLATION DETAIL
119" MIN
EDGE DISTANCE EDGE DISTANCE ET7tt UCTURC-INSMLL477ON
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SIGNED:01/09/2018
FA9TERN ARpllf ECNRPL 9YSIEIA9
"Of'LIO�rl�i
FORT rns.R=2 N, i
SERIES FWI 6000 ALUMINUM IMPACT RATED *• p" 61 Yt
SLIDING GLASS DOOR
4 TRACK INSTALLATION DETAILS
NOTES: DRAWN: DWG NO. REV1.INTERIOR AND EXTERIOR
�'O(P•'clOR1OQ:1�
NOTSHOWNFOR CLARITY FINISHES,BYOTHERS, SCALE NTS DAA 03/30 15 08-02676sEEr10 OF 11 A QlllAlll, ?
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE W/THASTM E2112 L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023
434{88-0809 i0omas@ldomaspe.com FL NO.: 62514
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER NEW REQUIREMENTS 01/09/18" R.L.
1 5/8" SEPARATION
2" MIN. SEPARATION 2" MIN.
EDGE DISTANCE EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
° 1 1/4" MIN. 1/4" MAX.
°•'. 1 1/4" MIN. EMBEDMENT SHIM SPACE
OPTIONAL 1X BUCK •'d e° EMBEDMENT
TO BE PROPERLY �— INTERIOR
SECURED
SEE NOTE 3 SHEET 1 2" MIN.
1/4" MAX. j EDGE DISTANCE11 N •' ,'
SHIM SPACE
BACKER
ROED 1 1/2" SEPARATION
SEALANT 3/16" TAPCON CONCRETE/MASONRY
1 5/8" SEPARATION BY OTHERS
3/16" TAPCON
EXTERIOR INTERIOR °
2" MIN.
EDGE DISTANCE
J� ,.. • p..e.
3/16" TAPCON
EXTERIOR
OPTIONAL 1X BUCK
TO BE PROPERLY OPTIONAL 1X BUCK
SEE NOTE 3 SHEET 1 SECURED & APPROVED
. .,., SEE NOTE 3 SHEET 1 SEALANT
1 1/4" MIN. JAMB INSTALLATION DETAIL
°• EMBEDMENT CONCRETFJMASONRYINSTALLATION
CONCRETE/MASONRY
BY OTHERS
2" MIN. 2" MIN.
EDGE DISTANCE EDGE DISTANCE
1 5/8" 1 5/8" SIGNED:01/09/2018
SEPARATION SEPARATION
EasrmRAacRm:au11711,1!
VERTICAL CROSS SECTION Eastern
ON
�wxn�u
CONCRETE/MASONRY INSTALLATION
A..Ma� nvra�tia oroae.' FORT MYFA9,FLSl913
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DESIGNED INACCORDANCE WITHASTME2112 L ROBER1432WOODFORORTOLWISVILIEN027023 Luis R. Lomas P.E.
434.08-0609 rllomas@lrlomaspe.com FL NO.: 62514