HomeMy WebLinkAboutProduct Approval (5) e -
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NOTICE OF PRODUCT CERTIFICATION
CERT CATION NO: NI009020.02-R1
DATE: 04/13/2011
CERTIFICATIO 14 PROGRAM: Structural
COMPANY: Eastern
Kc ' CODE: 1783-1
REV ISION DATE: 08/05/2014
To verify that the"Notice of Product Certification"is valid,please visit i fww.NAhECerdfication.com.to assure that the
product is active and currently listed.This certification represents produ t conformity to the applicable specification and
that certification criteria has been satisfied.A NAMI approved certifica on label must be applied to the product to claim
certification status. Please review and advise NAMI if any correction, are required to this document.
i
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systems Series"FWI 1000"Aluminum
10030 Bavaria Road Impact Rated Single Hung Window
Ft.Myers,FL 33913 Configuration:O/X
I
G1 g:Laminate-1/8"Annealed Glass/
0.090"Safety-Plus R Interlayer/
1/8"Annealed Glass
Frame: -1349mm(53.13") H-2438mm(96")
Sash: -1281mm(50.44") H-1226mm(48.25")
SPECIFICATION PRODUCT.RATING
TAS 201/202/203-94 Des ign Pressure:(2873 Pa(60 psi)
Large Missile Impact Rated
i
Product Tested By: Fenestrtion Testing Laboratory,Inc
Report No: 07-311/5417/02
Expiration Date: September 30.2020
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-512
Fax: (804) 684-512
REVISIONS
REV DESCRIPTION GATE APPROVED
A REVISED GLAZING DETAILS 12/26/17 R.L.
NOTES: 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. EDGE 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 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
5. WHERE WOOD BUCK THICKNESS OR GREATER, BUCK SHALL BE SECURELY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
FASTENED TO MASONRY, CONCRETE OOR R OTHER
HER STRUCTURAL,SUBSTRATE. WINDOW UNITS MAY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH A. WOOD – MINIMUM SPECIFIC GRAVITY OF G=0.42
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. B. CONCRETE – MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED C. MASONRY – STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER).
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063–T5 0.048" THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE 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 ME–MATERIA—Eic RUE)ED–&UMINUM-60 .
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEETS 2-7 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOTREQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:12/26/2017
f-IRO � C� r �ERNAlErALa malas ��}xtiJ"l/f�/
EA.9fEWlIETALaYP0.Y A`�1 L•. /�
TABLE OF CONTENTS SERIES FWI 1000 IMPACT '!r'.`
SHEEP N0. DESCRIPTION SINGLE HUNG WINDOW
NOTES ,`"
1 NOTES
DRAWN: DWG NO. REV •'�: + .D�.�Q4'� ,,
2 – 6 ELEVATIONS V.L 08-02476 A ✓�iS/Q�. 4 ���
7 CROSS SECTIONS AND B.O.M. SDALE NTS — 08/20/14 SH-1 OF 12
8 – 11 INSTALLATION DETAILS L ROBERTO LOA14S P.E, Luis R. Lomas P.E.
1492 WOODFORD RD LEWASMLE,NC 27023
12 COMPONENTS 43fiM-0609 nl0mas®1rlomaspa.com. FL No.: 62514
------ --- --- - --- -
Ar
RENS&S
REY OESCRIP710N GATE APPROVED
48" MAX FRAME WIDTH 48" MAX FRAME WIDTH q REVISED GLAZING DE AI 12/26/17 R.L.
13"
5" MAX 13" MAX O.C. --j 5" MAX 5' MAX O �{ 5" MAX
f! 3! 11/16"
5" MAX _._....—... 5" MAX _ —..
_�_— 1 fs" Hs
/ 1f8" Hs
j DURASTEL ,090" SAFLEX BY EASTMAN
/( SPACER SYSTEM
12" 10" BY QUANEX 1/8" HS
MAX. O.C. MAX O.C. WEDGE GASKET STRUCTURAL SEALANT
I / T / 2541 BY MPI SETTINGX 552
1 FPVC 65 DUROMETER SETTING BLOCK (30096)
72" L, 85 DUROMETER
MAX 72" 3 4" BILE BY CENTRAL RUBBER
FRAME MAX
/ EXTRUSIONS
HEIGHT FRAME 4_--
HEIGHT ��� INTERtOR
EXTERIOR
J V j
GLAZING
OU SIDE T L A
1 /\ / WNEN USED OUTSIDE7HEHVNe'.
ttfi6"
/ 1/8" TEMP
1/8" HS
DURAS
SPACER SYSTEMM E 090" SAFLEX BY EASTMAN
BY QUANEX 1/8" HS
5" MAX 5" MAX ,
WEDGE GASKET STRUCTURAL SEALANT
2541 BY MPI SIKAFLEX 552
SERIES-FINMO00 IMPAEfSINfLE HMG-WINDOW——SERtE3 FWt tBB9 tMPAOT SfNGL-E!•UN6-WINDOW ---FPVC-65–DMM SETTING BLOCK 30096
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION i_ 85 DUROMETER
3/4'
SITE EXTRUSI
ONS
S RUBBER
DESIGN PRESSURE R477NO IMPACT RATING
�?�Or�$� LARGEAND SMALL inn INTERIOR
MISSILE IMPACT EXTERIOR
GLAZING DETAIL A
MISSILELEVEL D,WINDZONE4,AND HVHZ WHEN USED IN THE HVHZ
WITH GLAZING A SIGNED:1212612017
NOTES: LOTERNARCHMMURALaMW
1. SASH SIZE: 47" X 38". AO"'$1 OF t>,11Tlllllf
2. D.L.O.: 42 3/4" X 31 5/8". ��' fiQ iarilF' r Wm WTammv �`�VL`t
µr,R. u rr.;iaoaoe�vAFaAaao
3. HARDWARE:
a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL
.. 1i. .
AND ANCHORED TO FIXED MEETING RAIL. SERIES FWl 1000 IMPACT >k ' C 6 .:.
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. SINGLE HUNG WINDOW ,� '
T
ELEVATIONS by
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM rr '
RAIL END. pRAwN; mvo NO. REV �y" ►� (T�}tS '
4. NO REINFORCEMENTS. / !rt
V.L oA1e 08;021476
NTS 08/20/14 2 OF 12
Lomas P.E.
L
Luis R
LROSERTOLOMASP.E R.1432 WOODFORD RD LEIMSVXLE,NO 27023 FL L 62514
434588.0 9 +nomas@MomasjP%=n
53 1/2" MAX FRAME WIDTH
REVISIONS
53 1/2" MAX FRAME WIDTH REV DESCRIPRGN DATE APPROVED
MAX O.C. 5" MAX 13"�
5" MAX 1 O" 5" MAX 122R.L.5MAX A REVISED GLAZING DE AjLS 17 R.L.
'I " - / /
�—MAX O.C.
5" MAX
5" MAX
MAX O.C. 0/ 0
MAX O.C.
1/2-
76
/2"76 1/2" 3/16" HS
MAX 76 1/2" .100" HP EASTMAN
FRAME MAX
HEIGHT FRAME EXTERIOR 3/16" HS
HEIGHT
/ WEDGE GASKET INTERIOR
\� / 2541 BY MPI
nFPVC 65 DUROMETER STRUCTURAL SEALANT
x
4 / I SIKAFLEX 552
Q / SETTING BLOCK (30096)
/ 1/2" BITE 85 DUROMETER
L / BY CENTRAL RUBBER
EXTRUSIONS
5" MAX
5" MAX GLAZING DETAIL B
—SEBESJFVVLWOO-IWPAQ-T—SIMLEWffiLG---WiNI20W SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION
DESIGN PRESSURERATING I IMPACT RATING
+120.0%150.OPSF GE SMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE4,AND HVhIZ
WITH GLAZING B
SIGNED.12/26/2017
+ eAeenN AA eNISIONOF
arseua w;1t1TI1)!1r/r
NOTES:
1. SASH SIZE: 50 1/2" X 38 1/4". SERIES FWI 1000 IMPACTik�'.' [ 4
2. D.L.O.: 47 1/2" X 31 3/4". SINGLE HUNG WINDOW
3. HARDWARE: ELEVATIONS 7AF �
a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL -i
AND ANCHORED TO FIXED MEETING RAIL.
DRAWN:
DWG N0. REV .j � ORI�GR per `
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. V.L. 08-02476 A ✓ InAL ���\•
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM sruE
RAIL END. NTS °ATE 08/20/14 sN-3 OF 12 f#�'(7ft.�l�k�
4. NO REINFORCEMENTS. L ROBERTO LOMAS RE Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLA N027023 FL No62514
434.688.0808 ftmes®ldanaspe.Oom
"
53" MAX FRAME WIDTH
53" MAX FRAME WIDTH REV DESCRIPTION RENSICNs GATE14 MPROVD]
5" MAX MAX10.C. 5° MAX 13" A REVISED GLAZING DETAILS 12/26/17 R.L
5" MAX �r MAX O.C. 5" MAX
5" MAX 5" MAX
12" / O 10" / O 1/2"
MAX O.C. MAX O.C. 3/16" HS
/ .090" SAFLEX IIIG BY EASTMAN
3/16" HS
77" 77" EXTERIOR INTERIOR
MAX MAX
FRAME FRAME
HEIGHT HEIGHT WEDGE GASKET
2541 BY MPI STRUCTURAL SEALANT
�( FPVC 65 DUROMETER SIKAFLEX 552
SETTING BLOCK
/4 `—
85 UROMETER (30096)3/4" BITE BY CENTRAL RUBBER
/ EXTRUSIONS
GLAZING DETAIL C
5" MAX 5" MAX
ER/ES FW17000 IMPACTSIIVGCEFIf71VGWiN IGIPACTS/NGCE 17t7111GW/N
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
+80.01-100.OPSF LARGE AND SMALL
MISSILE IMPACT
MISSILELEVEL D,WINDZONE4,AND HVHZ
MMGLAZING C SIGNED.12/28/2017
N Ao °re'F'° ��ti1i�11)TI/
a�rrsw.�rKer�. gD �r`r
NLqMOF
NOTES: tea. � o ,om MVAMFwo
1. SASH SIZE: 51 3/4" X 38 3/4". + ..+...a b.�.. FLDFWA +
2. D.L.O.: 47 3/4" X 34".
3. HARDWARE:
SERIES FWI 1000 IMPACT y I�e4 �5k
",
D.(1) METALLIC HUNG WINDOW .;zv.
��_
C CAM LOCK LOCATED MIDSPAN OF TOP RAIL ELEVATIONST
AND ANCHORED TO FIXED MEETING RAIL « �
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. ORMN: owc No. REV —A
.
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM V.L. 08-02476 A 1e;
RAIL END l �Q �Lti�
4. NO REINFORCEMENTS. SCALE NTS . DATE 08/20/14 sN�4 OF 12 �/fi#jElfti��}
LROBERTOLOMASRE P.E.
Lomas 14WWOODFORDROLEMSVILLENC27023 Luis R.FL NoLas P
43!•688-0009 Nomas®Momaspeoom
REASIONS
53 1/8" MAX FRAME WIDTH 53 1/8" MAX FRAME WIDTH REV DESCRIPTION DATE I APPROVED
5" MAX
14 1/2"- �{ 13" A REVISED GLAZING DETAILS 12/26/17 R.L.�r MAX O.C. I 5" MAX 5" MAX O.C.MAX �{ 5" MAX
5" MAX 5" MAX I 7/8"
I
T— 1/8" ANN
/ L / 3
DURASEAL /16" HS
T— SPACER SYSTEM .090" SAFLEX BY EASTMAN
12'•
/ O 10" / O BY QUANEX 3/16" HS
MAX O.C.
MAX O.C. WEDGE2541 BYY MPI SI STRUCTURAL
X552 SEALANT
i— FPVC 65 DUROMETER SETTING BLOCK (30096)
85 DUROMETER
BY CENTRAL RUBBER
78" 78" 3/4" BITE EXTRUSIONS
MAX MAX
FRAME FRAME INTERIOR
HEIGHT HEIGHT EXTERIOR ^^^
GLARING DETAIL D
/ / WHEN USED OUTSIDE
X x
7/8"
1/8" TEMP
3/16" HS
DURASEAL
SPACER SYSTEM .090" SAFLEX BY EASTMAN
L BY QUANEX 3/16'• HS
5" MAX 5" MAX WEDGE GASKET STRUCTURAL SEALANT
2541 BY MPI SIKAFLEX 552
FPVC 65 DUROMEfER SETTING BLOCK (30096)
FRIES FW1700U11G1PAC7`SIroGLE Ht7roG VVIroDD RIES F➢V/7000/rt71P71DrS/roGLEHC1NG-WIND ROMEFER
EXTERIOR VIEWFRAMEINSTALLATION EXTERIOR VIEW FIN INSTALLATION 3/4" BRE BY CENTRAL RUBBER
EXTRUSIONS
DESIGN PRESSURE RATING IMPACT RATING --r^� INTERIOR
EXTERIOR
+80.01-100.OPSF LARGEAND SMALL GLAZING DETAIL D
MISSILE IMPACT WHEN USED IN THE HVHZ
MISSILE LEVEL D,WIND ZONE 4,AND HVHZ
WITH GLAZING D SIGNED:12/26/2017
NOTES: '..li`✓ i � e�rnmMOF
ew4mauEtumw�r kk� '` ..aflilr�,..
1. SASH SIZE: 50 1/2" X 39 1/2". QEN �`�
2. D.L.O.: 47 1/2" X 33 1/2". * i�,r'YJS
3. HARDWARE:
a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL
SERIES FWI 1000 IMPACT -r*! p �' ,
AND ANCHORED TO FIXED HUNG WINDOW
XED MEETING RAIL. ELEVATIONS . f11
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB.
c. (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM DRAWN: Dwc NO. REV ✓. i p{�Qp`
IrR,r.q.
RAIL END. V.L. 08-02476 A r.�jS ��t�$�t\\:
4. NO REINFORCEMENTS. sc-'LE NTS JDATE 08/20/14 SH'ET5 OF 12 f
L ROBERTO LOMAS RE Luis R. Lomas P.E.
1432 WOODFORD RD LEW/SMIA NO 27023 FL No62514
434-W"609 room-@ld -V9-gom
•
53 1 8" MAX FRAME WIDTH 53 1/8" MAX FRAME WIDTH
/ REV DESCRIPTION REVISIONS DATE APPROVm
5" MAX 10" 5" MAX 5" MAX MAX30.C. 5" MAX A REVISED GLAZING DETAILS 12/26/17 R.L.-
MAX O.C.
5„ MAX 5" MAX
9 3/4" 10"
MAX D.C.
MAX O.C. / 3/8•
T— / 0 / O 1/8" ANN.
090" SAFETY—PLUS II BY EASTMAN
1/8" ANN
EXTERIOR INTERIOR
96" WEDGE GASKET
96" MAX 2541 BY MPI
MAX FRAME FPVC 65 DUROMETER STRUCTURAL SEALANT
FRAME HEIGHT SIKAFLEX 552
HEIGHT r SETTING BLOCK (30096)
3/4" BITE85 DUROMETER
X BY CENTRAL RUBBER
� EXTRUSIONS
4 4 / GLAZING DETAIL E
L 5" MAX
5" MAX
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FR4MEINSTALLA77ON EXTERIOR VIEW FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING SIGNED:12/26/2017
LARGEANDSMALt y� �A � (IITHI:lI�r.
NOTES: t60.0PSF L�5�1f��R FASTMMALm Y tti� ,..t ff{r.
MISSILEIMPACT 1 a �t �! ••,0
1. SASH SIZE: 50 7/16" X 48 1/4". �tiLb .. ,n. +omaeAvuwRow c` •' ,�'r,;.
e1Cf»om. e$eb».•ronrrrou�nnwsc� �. ..s;k�')rI1/' r� .
2. D.L.O.: 47 5/8" X 43 5/8". MISSILE LEVEL D,WIND ZONE 4,AND HVHZ ' p-
3. HARDWARE: SERIES FWI 1000 IMPACT : Z,'
WITH SINGLE HUNG WINDOW
a.
AND
ANCHORED
CAM LOCK LOCATED MIDSPAN OF TOP RAIL ELEVATIONS r. `.
AND ANCHORED TO FIXED MEETING RAIL "rte 'j 10F'
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. •, 5�
DRAWN: DWG N0. REV *�,,
a(2),BALANCE SHOES LOCATED ON EACH SASH BOTTOM V.L. 08-02476 A �rf�iS/ Lt1 �\�►
RAIL END.
sru� SHE"
4. NO REINFORCEMENTS. NTS DATE 08/20/14 6 OF 12
5. ALL UNITS RATED UP TO fSILL. F MAY BE INSTALLED L.ROBERTOLOMASRE Luis R. Lomas
WITHOUT ANCHORS AT THE SILL. 14wWOOUPoRDRDLEWISIALLE,A027023 FL No.; as P.E.P
434.08-0609 illomas®ldomaspewm
B6J_OFMATERIA S FOR ILLUSTRATION PURPOSES ONLYtoNS
ITEMNO.: PARTNO« DESCRIPTION MANUFACTURER MATERIAL /� Ret oESCRIPnON DATE APPRWEO
1 FRAME HEAD EAS ALUMNUM6063-76 FOR INSTALLATION DETAILS A REVISED GLAZING DETAILS 12/26/17 R.L
2 FRA ESILL EAS ALUMNUM606346 REFER TO SHEETS 9-12
3 HI-RISE SILL EAS PLUMNUM6063•TO
4 FRAMEJAMB EAS ALUMINUM 6063-T6
5 FUEDMEETINGRAIL EAS ALUMNUM6063-T6
6 APPLIED FIN EAS ALUMNUM6063-T6
7 MEETINGRAIL FAS ALUMNUM6063-76
6 LIFiRAIL EAS ALUMNUM6063-T6 1
9 HI-RISE LIFT RAIL EAS ALUMNUM6063-T6
10 SASH JAMB EAS ALUMINUM 6063-T6
11 IG GLAZING BEAD EAS ALUNNUM 6063-T6 11
12 MONOLITHIC GLAZING BEAD EAS ALUMNUM6063-T6
13 CADWELL SPIRAL BALANCER EAS
14 SASH LOCK EAS DM-MT2INC PRIOR INTERIOR
15 BAI.ANCERPIVOTLOCK EAS
16 VENTSTOPS EAS 12 14
17 BALANCER PIVOT BARS EAS
16 LIFT RAIL BULB EAS VINYL --
19 FRAME SILL BULB EAS VINYL 5
20 SASH WEATHERSTRIPPING EAS 7 12 EXTERIOR INTERIOR
21 RAIL WEATHERSTRIPPING EAS
4 ry 9 •
11 21 16 19
3
12
13 20 10 79
8
2
INTERIOR 18 VERTICAL SECTION
SIGNED.1212612017
e"shax" °v°'°° tj1lYTlldtlr
r r S.l�V FAefEiWAlE7a6YPPlY jA'zX„�1.:
EffER/OA .,`'.S'.w '�L1,.oae.+'^�.1.:m"�'."k»'"�.5'Foa�°r� awa "��• s'`�(� �`E»�,'xt�. .
VERTICAL SECTION SERIES FWI 1000 IMPACTG `
SINGLE HUNG WINDOW
B.O.M. AND CROSS SECTIONS � f
.
'.'
4 11 OR+tWN: DWG"`'E N0. REV
HORIZONTAL SECTION ScNTs °"'E 08/20/14 08—sH�7s OF 12 A
L ROSETTO LOMAS AS Luis R. Lomas P.E.
14WHO000FOROROLEWI9KI40102700 FL No.: 62514
f34888•OE�9 tdomas�Giamaspeowtt
5/8" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING - A I REVISED GLAZING DETAILS 12/26/17 R.L.
OR 2X BUCK
BY OTHERS 1 7/16" MIN.
EMBEDMENT
BACKER ROD tea.
& APPROVED
SEALANT SHIM SPACE
1 7/16" MIN. 1/4" MAX.
EMBEDMENT r SHIM SPACE
#14 WOOD SCREW .L_ I INTERIOR
5/8" MIN.
EDGE DISTANCE
#14 WOOD
SCREW
EXTERIOR 6t�INTERIOR
WOOD FRAMING- EXTERIOR
OR 2X BUCK
BY OTHERS BACKER ROD
' & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
-4
SCREW
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE NOTES.,
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS,
NOT SHOWN FOR CLARITY.
WORD2X BUICK I 1 //Tb" MIN. 2.PERIMETER AND JOINTSEALANTBYOTHERSTOBE
BY OTHERS EMBEDMENT DESIGNEOINACCORDANCEWUHASTME2112
SIGNED.12126/2017
AWV®ONOF�°o 1L�I7i 1%
FAsvatErKavRPly %l. � ( {j1
5/8" MIN au ,�., vy tomoe�wauROw t • .
' i'a.�.w.• "a+.' v' '.'1.... w MYEMFLCRM=13 N,g
EDGE DISTANCE °0D1' 0'
SERIES FWI 1000 IMPACT ><r•' C f•
SINGLE HUNG WINDOW
VERTICAL CROSS SECTION INSTALLATION DETAILS �yc A ��
WOOD FRAMING OR 2X BUCK INSTALLA77ON +� �
STANDARD SILL SHOWN,HI RISE SIMILAR DRAWN: DWG NO.
V.L. 08-02476
srxE NTS DATE 08/20/14 sN a OF 12 I i1NA1t�4�
L ROBERTO LOMAS AE Luis R. ►e
14M WOODFORD RD LEWISVILL$ Lomas P.E.
NO 2700 FL No.: 62514
464.688-0609 bemes@kkmwpaoom
REVISIONS
5/8" MIN REV DESCIUPDON DATE APPROVED
EDGE DISTANCE
METAL ""
STRUCTURE A REVISED GLAZING DETAILS 12/26/17 R.L
BY OTHERS 1/4" MAX.
SHIM SPACE
APPROVED =-
SEALANT
#14 SMS OR
SELF DRILLING
SCREW 1/4" MAX.
r SHIM SPACE
� I INTERIOR
_ 5/8" MIN.
EDGE DISTANCE
t Lw
EXTERIORINTERIOR #14 SMS OR
SELF DRILLING
SCREWS 1,
METAL
STRUCTURE EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
14 SMS OR
SELF DRILLING
SCREW
BACKER ROD
& APPROVED
SEALANT 1/4" MAX. NOTES.,
SHIM SPACE 1.INTERIORAND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
METAL 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
STRUCTURE
BY OTHERS WIDESIGNED INACCORDANCETHASTME2112
/ SIGNED 12/26/2017
MMM
5/8" MIN �k'u: EASTERNARCH
A �m Mkt
�s�vw�rwlerPnr
EDGE DISTANCE �armanvuuRaADk ,rte
SERIES FWI 1000 IMPACT
VERTICAL CROSS SECTION SINGLE HUNG WINDOW
INSTALLATION DETAILS
METAL STRUCTURE INSTALLATION * '7A bF' :
STANDARD SILL SHOWN,HI RISE SIMILAR DRAWN: DWG NO. REV x�" � Lff��Q .Vis•
V.L. 08-02476 Arc '\s
SCALE NTS I DATE 08/20/14 1 SHEEr9 OF 12
L ROBERTO LOALIS P.E R.
,Lomas 1492 WOODFORD RO LEIMSWLLE,NC 27023 s .,LLomas P.E.
62514
434-668-0609 rllomRs@Idamaspe rom
CONCRETE/MASONRY 2" MIN. REVISIONS
BY OTHERS EDGE DISTANCE REV DESCRIPRON DATE APPWIED
- - A REVISED GLAZING DETAILS 12/26/17 R.L.
.. o ee ,�
•°' < 1 1/4" MIN.
" ••• . a' EMBEDMENT 1 1/4" MIN
.
�• —7 EMBEDMENT
CONCRETE/MASONRY
OPTIONAL 1X BUCK + BY OTHERS 9 •• ••
SEE NOTES 3 —'7
SHEET 1 OPTIONAL 1X BUCK v 1/4" MAX.
1/4" MAX. SEE NOTES 3 — 7 e" SHIM SPACE
BACKER ROD SHIM SPACE SHEET 1
& APPROVED • '�
SEALANT 1/4" TAPCON
1/4" TAPCON
0INTERIOR
!:
EXTERIOR INTERIOR
=_- 2"
MIN.
EDGE ••.
DISTANCE ° .'• EXTERIOR
BACKER ROD
&.APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETFANSONRY INSTALLATION
1/4" TAPCON
BACKER ROD NOTES:
& APPROVED 1.INTERIORAND EXTERIOR FINISHES,BYOTHERS,
SEALANT 1/4" MAX. NOT SHOWN FOR CLARITY.
SHIM SPACE 2.PERIMETERANDJOINTSEALANTBYOTHERSTOBE
OPTIONAL 1X BUCK DESIGNED INACCORDANCE WITHASTME2112
SEE NOTE 3 — 7SIGNED:12/26/2017
SHEET 1 —�
Ew�w Aa""`R mmou14
jt1T If1I�
EASTEM METAL
.. n<. + • A 1 1/4"
no a; MIN. 1WWRA�rawsNt3 �t!r?v°• EMBEDMENT J1yY
SERIES FWI 1000 IMPACT C 4 1<'*�.
SINGLE HUNG WINDOW
`A T
INSTALLATION DETAILS �.
V
CONCRETE/BMOTHERS
tt__
GE"D SITANCE DRAWN: =No. REV r }per JZ�J�+
VERTICAL CROSS SECTION — NTS DATE 08/20/14 08 SHDEET 10 OF 12
CONCRETE414SONRY INSTALLATION
STANDARD SILL SHOWN,HI RISE SIMILAR uszwoOnROBEFORD Rnl�sASP.F-NO 27023 Luis R. Lomas P.E.
e94-68"609 d/omas@Llonm*emm FL No.: 62514
Alk
REVISIONS
1 3/8" MIN. REV DESCRIPDON DATE APPROVED
#10 WOOD
EMBEDMENT A REVISED GLAZING DETAILS 12/26/17 R.L.WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
7/16" MIN '
EDGE DISTANCE
WOOD FRAMING 1/4" MAX
BY OTHERS SHIM SPACE
INTERIOR
1 3/8"
MIN. C'
EXTERIOR INTERIOR EMBEDMENT
#10 WOOD
SCREW
7/16" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
El NOTES:
f.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
1/4- MAX NOT SHOWN FOR CLARY.
SHIM SPACE 2.PERIMETER AND JOINTSEALANTBY OTHERS TO BE
DESIGNED INACCORDANCEWITHASIME2112
�- SIGNED 12/26/2017
7/16" MIN
EDGE DISTANCE "� p1°" w�B181� k ��1L�T`iJIi1 �FxY
a7 ew+imx�ALmwlr f f'�
#10 WOOD WOOD �".1`w 'a�'a`wmre".�.e 6na:;' Fo0°rtroe�no oA=a � s��1:Iit .04 .
SCREW FRAMING B0D"��20` q` . V,'
1 3/8" MIN. BY OTHERS SERIES FWI 1000 IMPACT G
EMBEDMENT SINGLE HUNG WINDOW '
INSTALLATION DETAILS TAT {� '
VERTICAL CROSS SECTION ` ...,, * .!.$
WOOD FRAMING OR 2X BUCK INSTALLATION DRAWN: DWG N0. REV
V.L. 08-02476 A �� Sl �0�` ..
SCALE NTS JDATE 08/20/14 1SHEET 11 OF 12
L ROBERTO LOMAS P.E P.E.
P
Lomas \
1432 WOODFORD RD LEWIS WLLF,NO 27029 Luis R.FL NoLas P
434.688-0609 Namas@Glamaspe.own
REVISIONS
3 3/8" REV DESCRIPTION DAME I APPROVED
3 7/16" A REVISED GLAZING DETAILS 12/26/17 1 R.L.
3 5/16" 1 11/16"
4 5/16" lb
T— 52 rc
2 5/8" 2 9/16-
1 13/16"
� L I
FRAME HEAD FRAME SILL FRAME HI RISE SILL FRAME JAMB FIXED MEETING RAIL
O7 ALUMINUM6063-T6 2O ALUMINUM6063-76 O ALUMINUM6063-T6 O ALUMINUM6063-T6 O ALUMINUM6063-TB
.062'THICK .062'THICK .062'THICK .062'THICK .062'THICK
2 3/8--1
2 9/,6"
5/16" 2 3/8"--{
-.{
�--- � , 9,16" r
3 13/16"
T—
T 2 1/4" 2 1/2" �—
1 5/8 L�cn_J
APPLIED FIN MEETING RAIL LIFT RAIL HI RISE IMPACT LIFT RAIL SASH JAMB
O ALUMINUM6063-715 7O ALUMINUM6063-76 O ALUMINUM6063-T6 O ALUMINUM6063-T6 10 ALUMINUM6063-T6
.062'THICK .062'THICK .062'THICK .062'THICK .062"T74ICK
1 5/16" SIGNED:1212612017
cid .
LSQ #1 EASTERx&STALSYMv
15/16- 15/16"
1 lomoeAv�wAnnw _ ►'` �Y.
�taiwsun ® d� d�+�4«
T— SERIES FWI 1000 IMPACT *�' `C ' , I :
INSULATING BEAD GLAZING BEAD
11 ALUMINUM6063-T6 12 ALUMINUM6063-T6 SINGLE HUNG WINDOW +
COMPONENTS .. TRT ESR
062'TH/CK 062.7HICKF � O1;10 �
DRAWN: DWG N0. REV
V.L. 08-02476 A ✓jS/.*'L -tti�1�:
"ALE NTS JDATE 08/20/141 sHEET 12 OF 12 �1�1'iIIJI�
L ROBERTO LOM49 F.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEMSIVILLE N027029 FL No.: 62514
434668-0609 dlomesC�Wma.%w.00m