HomeMy WebLinkAboutProduct Approval WINDOW/DOOR SCHEDULE
I APPDX IMPACT PROTECTION
ID OPENING ROOM/" ***
NO SIZE DESIGNATION TYPE IMPACT NEW ** REMARKS
WINDOW GLASS SHUTTER EXISTING
I (WXH) LOCATION SHUTTER
37"X 63" Bedroom#1 SH X EXAMPLE
1 110 X 59 Kitchen FIX XSchwedler Residence
12
13
14
5
6
7
'8
'9
10
' 11
12
13
1'4
15
16
1.7
18
19
20
21
22
2'3
2,4
25
x '
ThereplacementwindowshaBbepermittedtobeofthesameoperattngstyleastheezistingwindoworastfle thatprovidesforauequalorgreater
windowopeningarea than the eaistfag windowper 66 Ed(2017)FBC1RdsHng702.5 YES_ NO_
**Materials already in use in a building in compliance with the requireneents or approvals in effect at the time of their erection or installation
shall be permitted to remain in use unless determined by the building official to be unsafe. 6th Ed(2017)FBC/Existing 401.2.1.
TOTAL GLAZED OPENING AREA FOR STRUCTRE: S.F.
PERCENTAGE OF NEW GLAZED AREA: %
(TOTAL INSTALLED GLAZED AREA DIVIDED BY TOTAL GLAZED OPENINGS FOR STRUCTURE)
NOTE:The replacement of more than 25%of the aggregate area of exterior glazing(windows&doors)in one&two family dwellings within a 12
month period will require impact protection on all proposed glazed opening replacement(approved shutters or impact resistant glazing)as per
FBC 6th Edition(2017)EXISTING BUILDING 707.4.
***TYPE WINDOWS: SH—SINGLE HUNG AWN—AWNING SL—SLIDING
DH—DOUBLE HUNG CAS—CASEMENT FIX—FIXED
l
NOTICE OF PRODUCT CERTIFICATION
cERTtF/
f' fp� c4)
` o a` Acea�"lr 4, CERTIFICATION NO: NI009023.01-R3
DATE: 04/26/2011
[VM.I > CERTIFICATION PROGRAM: Structural
k` COMPANY: Eastern
kre»ECODE: 1783-1
I
REVISION DATE: 06/18/2015
i
I
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
i
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systems Series "FWI 2000" Aluminum
i
10030 Bavaria Road Impact Rated Picture Window
Ft.Myers,FL 33913 Configuration:O
Glazing:Laminate-3/16"Heat Strengthened
Glass/0.100"Solutia/3/16"Heat Strengthened
Glass
Frame: W-3658mm(144") H-1219mm(48")
DLO: W-3569mm(140.5") H-1134mm(44.63")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: +90/-90 psf
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3750-1
Expiration Date: February 28,2021
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax: (804)684-5122
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/19/15 R.L.
B REVISED GLAZING DETAILS 07/12/18 R.L.
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 16. FOR ANCHORING INTO METAL STRUCTURE USE X14 SMS OR SELF DRILLING SCREWS WITH
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER. BUCK SHALL BE SECURELY 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 19. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
PROVIDED. SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY
8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN.
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 5 FOR GLASS DETAIL.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
SIGNED:02/07/2019
ADMSIONOF
EASTERN ARCHITECTURAL
�•q•..•��Eae. stern IBJ11 OAOMESTCMAVTAE LU—SYE \\\\\.V\\��•�R1•1E..'L 0 L/0
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SERIES FWI 2000 ALUMINUM *• 0y�251
TABLE OF CONTENTS IMPACT PICTURE WINDOW 144" X 48" ' S ¢
NOTES ��0, TAT OF Q
SHEET NO. DESCRIPTION DRAWN: DWG N0. REV �'c••'�CORIDQ;•\Z'
2 ELEVATIONS SCALE NTS DATE 07/24/14 OB SD5 SHEET 1OF 5 B // ,�ss//IIIII A�1\\?G\\\\
3 - 4 INSTALLATION DETAILS L.ROBERTO LOMAS P.E.
LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023
5 COMPONENTS AND GLAZING DETAIL 434-688-0609 TOomas@ITlomaspe.wm FL No.: 62514
REVISIONS
REV -- DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/19/15 R.L.
B REVISED GLAZING DETAILS 07/12/18 R.L.
144" FRAME WIDTH
5" MAX. 10 MAX.1 O.C. �{ 5" MAX.
4 1/2" MAX.
/
48" 13" 44 1/4"
FRAME MAX. MAX.
HEIGHT O.C. D.L.O.
4 1/2" MAX.
140 1/4" MAX. D.L.O.
SERIES FWI 2000 ALUMINUM IMPACT
PICTURE WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
±90PSF LARGE
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4 AND HVHZ
144"X 48"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS
FRAME AREA DOES NOT EXCEED 48.0 M SIGNED:02/07/2019
EASTERN AA DH 1 TURALSYSTEMs 111111.1///
Eastern EASi�NM�ET�ALS�U Y \�-AA R. 10
IB]11 e0ME9TIC AVE \\.\\ �A//
,A...u:w,M o v.a ado:. FORT MYFAS,FL]912 V " II
eowsz-ma �V•'�\G E N SF,cP��
W41-
SERIES FWI 2000 ALUMINUM *• 0 961
IMPACT PICTURE WINDOW 144" X 48"
ELEVATION TAT OFtQ
DRAWN: DWG 110. REV ��F•'OCpR1'DV. \�,�
SCALE DATE 08—02395
9 �ONA����G\\\
NTS 07/24/14 2 OF 5
L.ROBERTO LOMAS P.E. LUIs R. Lomas P.E.
1432 WO
ODFORD RD LEWISVILLE,NC 27023
434-688-0609 rIlomas@I7lomaspe.com FL No.: 62514
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/19/15 R.L.
B REVISED GLAZING DETAILS 07/12/18 R.L.
5/8" MIN.
EDGE DISTANCE 5/8" MIN. 1/4" MAX.
EDGE DISTANCE METAL SHIM SPACE
WOOD FRAMING METAL STRUCTURE
OR 2X BUCK 1 7/16" MIN. STRUCTURE BY OTHERS
BY OTHERS BY OTHERS INTERIOR
EMBEDMENT
#14 SMS OR
SELF DRILLING
SCREWS
APPROVED U APPROVED 1/4" MAX.
bo
SEALANT 1/4" MAX. SEALANT
BEHIND FLANGE SHIM SPACE BEHIND FLANGE SHIM SPACE 5/8"
MIN.
#14 SMS OR EDGE
#14 WOOD SELF DRILLING DISTANCE
NCE
SCREW SCREW J
EXTERIOR
EXTERIOR INTERIOR EXTERIOR INTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL
BEHIND FLANGE METAL STRUCTURE INSTALLATION
#14 WOOD 1 7/16" MIN. 1/4" MAX.
SCREW #14 SMS OR EMBEDMENT SHIM SPACE
SELF DRILLING
SCREW WOOD FRAMING
APPROVED APPROVED OR 2X BUCK
SEALANT 1/4" MAX. SEALANT BY OTHERS INTERIOR
BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX. #14 WOOD
SHIM SPACE SCREW
WOOD FRAMING METAL ab
OR 2X BUCK 1 7/1 MIN. STRUCTURE
BY OTHERS EMBEDMENT BY OTHERS
5/8"
MIN.
5/8" MIN. EDGE
5/8" MIN. EDGE DISTANCE DISTANCE
EDGE DISTANCE EXTERIOR
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION APPROVED
SEALANTJAMB INSTALLATION DETAIL
WOOD FRAMING OR2XBUCK INSTALLATION BEHIND FLANGELANGE
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED:02/07/2019
EASTERN ARCM1E10N FLSYSTEMS
Eastern EASf�N'VISME LSUFPLY1R I I'LID����ii
FORTM S.FL 95912 rN
\r�•�\v SF•s
SERIES FWI 2000 ALUMINUM *• 0y�261
IMPACT PICTURE WINDOW 144" X 48"
INSTALLATION DETAILS TAT OF tV�
NOTES:
DRAWN: Dw0 No. 08-02395 RB Ssi
NOT SHOWN FORCLARIT1.INTERIOR AND Y.
FINISHES,BY OTHERS, SCALE NTS I DATE 07/24/14 1 SHEET OF 5 "///1111110\\\
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTO LOhMS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-688-0609 rl/omas(<Talrlomaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/19/15 R.L.
B REVISED GLAZING DETAILS 07/12/18 R.L.
2" MIN.
EDGE DISTANCE 1 1/4" MIN.
CONCRETE/MASONRY EMBEDMENT
BY OTHERS
CONCRETE MASONRY
OPTIONAL 1X BUCK 1/4" MIN. CONCRETE/
MASONRY
NOTES 3-7 SHEET 1 ' •°' °e'• EMBEDMENT BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3-7 SHEET 1 . 1/4" MAX.
SHIM SPACE
APPROVED SEALANT
BEHIND FLANGE 1/4" MAX.
SHIM SPACE 1/4" TAPCON INTERIOR
1/4" TAPCON
EXTERIOR INTERIOR v.
2"
1/4" TAPCON MIN. °.
EDGE
APPROVED SEALANT DISTANCE a..
BEHIND FLANGE
APPROVED SEALANT
OPTIONAL 1X BUCK 1/4" MAX. BEHIND FLANGE
SEE NOTES 3-7 SHEET 1 SHIM SPACE
EXTERIOR
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY CONCRETE/MASONRYINSTALLATION
BY OTHERS n
1 1/4" MIN.
°� EMBEDMENT NOTES:
a a .
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
° 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
2" MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:02/07/2019
EDGE DISTANCE
ens�rsYanam[crvwu srslEYs 11►III11/
Eastern E0.tiTFAYEfA�LSFPP Y \ \5 R, L p��ii
r FL N912 \
FORT 'Ll
VERTICAL CROSS
NOYMCAV
roCONRETE/MASONYINSLAON ox
SERIES FWI 2000 ALUMINUM 1k�•/�0J•��61
IMPACT PICTURE WINDOW 1S X 48" �`
INSTALLATION DETAILS ��0• $TAT EE OF
k
DRAWN: DWG NO. REV ���40RVD""*,Or�
SCALE DATE 08-02395 B 0Q�Aj1(,;\\\\\
NTS 07/24/14 4 OF 5
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 rllomas@lrlomaspe.cam
REVISIONS
REV ,. DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/19/15 R.L.
B REVISED GLAZING DETAILS 07/12/18 R.L.
2 5/8
I 5/8„
3/4 n
FRAME HEAD,SILL AND JAMB U CHANNEL GLAZING BEAD
ALUMINUM 6063-T5.060'TYP WALL THICKNESS ALUMINUM 6063-T5.050'TYP WALL THICKNESS
1/2"
3/16" HS
100 SAFLEX BY EASTMAN
3/16" HS
10x1 FH SCREW
SIKA 550 LOCATED 4 1/2" FROM EACH CORNER
BACK BEDDING AND 12" MAX. O.C. THEREAFTER AT
HEAD AND SILL
AND 5 1/2" FROM EACH CORNER
AND 15" MAX. O.C. AT JAMBS
5/8" BITE
ALUMINUM
GLAZING
SETTING BLOCK BEAD
2NB-8K-0062-008-016
NSB 85 DUROMETER GLAZING DETAIL
BY FRANK LOWE
SIGNED:02/07/2019
,A..n_o:wo'•�_n._o...V"i ov.. a�.�s0�M�E9TIuCAV10EN sF
\�
�%Eastern EwuuMS 0
PORTM ,FL2:�;
/
1 v,•��G NSF•, +
SERIES FWI 2000 ALUMINUM *• 0 61 tt=
IMPACT PICTURE WINDOW 144" X 48"
COMPONENTS AND GLAZING DETAIL ��0• TAT OF
DRAWN: DWG NO. REV %�'����CpR10Q;GSA
SCALE DATE 08 SOE�9S B s'pNAL10���`�.
NTS 07/24/14 5 OF 5
L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 Tl/omasCTalAcmaspe.com