HomeMy WebLinkAboutENGINEERING EVALUATION REPORTL. Roberto Lomas P.E.
1432 Woodford Rd
Lewisville, NC 27023
434-688 0609
r1lomas4ldomaspe.com
Manufacturer: Eastern Architectural Systems
10030 Bavaria Rd'
FT Myers, FL 33913
Engineering Evaluation Report
Product Line: Series FWI 1000 Aluminum Single Hung Window— Impact
Report No.: 513232A
Compliance:
Tha above mentionedproduct. has been evaluated for compliance with the requirements of the Florida Department of
Business and. Professional Regulation for Statewide Acceptance per Rule.61 G20-3.005 method 1(a). The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approvaldocument: drawing number 08-02476, revision A, prepared, signed and sealed by Luis Roberto Lomas
P.E.
2. Test report No:: NCTL 210 3374-1 signed and sealed by Gerard J. Ferrara P.E.
National'Certified Testing Laboratories, Orlando, FL
TAS 201-94 Large Missile.Impact:Test, Level D, Wind Zone 4
TAS 203-94 Cyclic Pressure loading t75.Opsf design pressure
3. Test report No.: NCTL 210-3753=1 signed and sealed by Gerard J. Ferrara P.E.
National: Certified Testing Laboratories, Orlando, FL
TAS201-94 Large Missile Impact Test, Level D, Wind Zone.4
TAS 202-94 Uniform Static AirPressure, +120.0/-150.Opsf design pressure, 20.Opsf water penetration.
TAS 203-94 Cyclic -Pressure loading +120.0/-160.0psf design pressure
4. Test report No.: FTL 5682111-749 signed by Manny Sanchez.
Fenestration Testing Laboratory, Medley, FL
TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4
TAS 202-94 Uniform Static Air Pressure, +80.0/-100.Opsf design pressure, 12.Opsf water penetration.
TAS 203-94 Cyclic Pressure loading +80.0/=t00.Opsf design pressure
5. Test report No.: ESP009274P-10 signed and sealed by Ramesh C. Patel P.E.
Element iMaterials .Technology, Wausau, WI
D MANJsign DMA/DSA101/I.S.2/A440-05 +80.0l-100.Opsf
Water penetration resistance 12,Opsf GP�� Go
ASTM.E1886-05and ASTME1996-05 5 G.2
ASTM E18861 E1g96 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, +80.0/-100.Opsf design pressure \>��,
6. Test report No.: ESP009274P-11 signed and sealed by Ramesh C. Patel P:E.
Element Materials Technology, Wausau, WI
TAS 201-94 Large Missile Impact Test, Level D,. Wind Zone:4
TAS 202-94 Uniform Static Air Pressure, +80.0/-100.Opsf design pressure, 12.Opsf water penetration.
TAS 203-94 Cyclic Pressure loading +BO.0/-100.Opsf design pressure
7. Test report No.: FTL 07-311/5417102 signed by Manny Sanchez.
Fenestration Testing Laboratory, Medley, FL
TAS 201-94- Large Missile Impact Test;: Level D, Wind Zone 4
TAB 202-94 Uniform Static Air Pressure, t60.Opsf design pressure, 9.Opsf water penetration.
TAS 203-94 Cyclic Pressure.loading t60:Opsf design pressure.
8 l's, report
ep rt-number 51316d 6=1A, prepared, signed and sealed
Luis RobertoLomas; `\���\S R • .t 0 ��j//
.�\\v •V�Ci E N
• �Io.�61A! �• * e
1 of 2 Luis R.. Lomas, P.E.
FL No.: 62514
12/26/2017
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd
Lewisville,NC.27023 Report No.: 513232A
434-688 0609
rllomacQlrlomaspe.com
Limitations and Conditions of use:
• Maximum design"pressure: Refer to installation drawing.
• Maximum unit size: Refer to Installation drawing.
• Units must tie glazed per ASTM E1300-04109, according with glass details in approval drawing.
• This product is rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions.
Frame material to be extruded Aluminum 6063-T5.
Installation:
Units must be installed in accordance with manufacturer's installation instructions: and approval document 08-02476,
revision A.
Certification of Independence:
Please note'that I don't have nor will acquire a financial interest in any company _manufacturing or distributing the
product(s) for which this report is being Issued..Also, I don't have nor will acquire a financial interestin any other entity
involved io the -approval process of the. listed product(s)..
2of2
Luis R. Lomas, P.E.
FL No.: 62514
12/2612017
TRANSFER ALL LOADS 70 STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL
4. WHERE SHIM OR BUCK THICKNESS 6 LESS THAN 1-1/2' WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK .SHALL BE SECURELY
FASTENED 70 MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK 1S NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR 'MEMBRANE. SELECTION OF COATINGOR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM. AS REOUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/I6" OR
GREATER OCCURS. MAXIMUM ALLOVIABLE 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-T6.
12. UNITS MUST BE GLAZED PER ASTM E13DO-04/09. SEE SHEETS 2-7 FOR CLASS. DETAILS.
13. APPROVED IMPACT PROTECTIVE. SYSTEM IS NOT REQUIRED 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'. IAINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE
ANCHORS AS SHOWN IN 'ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF
=.I
8 - 11
nL. I ocscRmwN � nrz �
A REVISED GIAZING DUALS iZ/]6/1] R.L.
15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 914 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR FRAME 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.
17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR'
MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORSSHALL NOT BE USED IN
SUBSTRATES' WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0..42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY —STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER).
0. METAL STRUCTURE: STEEL 18CA, 33KS1 OR ALUMINUM 6063-T5 0.04B' THICK MINIMUM
I SERIES FWI 1000 IMPACT I
SINGLE HUNG WINDOW
NOTES
OF
SIGNED: 12262017
Luis. R. Lomas P.E.
FL No.: 62514
0.
HE
HE
A
48 MAX FRAME WIDTH
5" MAX
13" MAX O.C;
1
S MAX
T-
i
0
MAX.
//
-
T-
/
2"
AX
ANTE
GHT
L
LJ /
5- MAX
>- 5' MAX 5" MAX
5" MAX
10'
MAX OT.C,
72"
5" MAX
48' MAX FRAME WIDTH
13'
MA%
D.C.
5' MAX
av oEsu mmx arz Nmxmto
A REVISED`GLQN70 DETNLS. 12/]6/11 R:L,.
/16-
1/8' HS
DURASEAL 1/8- HS
O SPACER SYSTEM 1.090' SAFLEX BY EASTMAN
BY, OUANEX 1/8- HS
WEDGE GASKET STRUCTURAL 'SEALANT
2541 BY MPI SIKAFLEX' 552
FPVC 65. DUROMETER SETTING BLOCK (30096)
T _.. _.
SERIES FWI 1000.IMPACT SINGLE HUNG WINDOW SERIES FW!'1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEWFRAMEINSTALLATION EXTERIOR VIEWPIN INSTALLATICN
OESIONPRESSURERATING IMPACTRATING.
t75.OPSF L RGEANDSMALL
M4SSILE IMPACT•
MISSILELiiwL D, WINDZONE4, ANDHV
WITNOLAZINGA
NOTES:
1. 'SASH SIZE: 47` X 38"..
2. D.L.O.: 42 3/4" X 31 5/8".
3. HARDWARE:
a. (1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP •RAIL
AND ANCHORED TO FIXED _MEETING RAIL.
b.(2).SPIRAL BALANCE LOCATED ON EACH JAMB.
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM
RAIL END.
4. NO REINFORCEMENTS.
J_ 85 DUROMETER
3/4" BITE. BY CENTRAL RUBBER
EXTRUSIONS
INTERIOR
EOERCR ^^^
GLAZING DETAIL A
WHEN USED OU rSiDE THE HVH2
1/16"
1/8- TEMP
DU/8- HS
SYS
SPACER SYSTEM
.090" SAFLE% BY EASTMNJ
81 OUANEX 1/8" HS
WEDGE GASKET STRUCTURAL SEALANT
2541 SY MPI' SIKAFLEX 552
FPVC 55. DUROMETER .SETTING BLOCK (30G96)
1 85 DUROMETER
3/4" BITE BY CENTRAL RUBBER
EXTRUSIONS
_ INTERIOR
EXTEflIOfl ^^
.GLAZING DETAIL A
WHEN USED IN THE HVHZ
SIGNED: 12/262017
OF 12
Luis R. Lomas - P.E.
FL No.: 62514
76
A
FR
HE
53 1/2- MAX FRAME WIDTH
F ,'
5" MAX:0
I t um O.C. 5- mAX 5' MAX
I I I
5" MAX
/
8
OMAXD.C.
/
1/2-
AX
4ME
GHT
4�
JL
5' R1A%
53 1/2" MAX FRAME WIDTH
13•
MAX. D.C.
5" MAX
/ O
MA% O.G.
76 1/2-
MAX
FRAME
HEIGHT
X
4�
- J-
5- MAX
$ MAX
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES IWI 1000IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEWFRAME WSTAUA77ON EXTERIORWEWF N INSTAU AT DN
DESIGNPAE6SUAER477NG I IMPACTRATING
+120.0%750.OPSF LARGEAfID6LTnu
MI56ILE IMPAGT
MISSILE LEVEL D. WIND ZONE 4. AND WV O
1WTN GLAZING
NOTES:
I. SASH SIZE: 50 1/2" X 38 1/4
2. D.LO.: 47 1/2' X 31 3/4_.
3. HARDWARE:
a...(1) METALLIC CAN LOCK LOCATED MIDSPAN OF TOP RAIL
AND ANCHORED TO FIXED MEETING RAIL.
b.'(2) SPIRAL BALANCE LOCATED ON EACH JAMB.
C..(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM
RAIL END.
4. NO REINFORCEMENTS..
I Rn I n[scRarox I art I .Rvxo.[o 1
RE C)
1/2-
3/16' HS
.100' HP EASTMAN
EXTERIOR 3/16' HS
WEDGE GASKET IN E%OA
2541 BY MPI
FPVC 65 DUROMETER STRUCTURAL SEALANT
SIKAFLEX 552
1- SETTING BLOCK (30096)
1/2- BRE 85 DUROMETER
BY CENTRAL RUBBER
EXTRUSIONS
GLAZING DETAIL B
I SERIES FWI 1000 IMPACT I
SINGLE HUNG WINDOW
ELEVATIONS
I— NTS I W—" 08/20/14 1'X 13 OF 12 1
SIGNED. 12/252017
Luis R. Lomas P.E.
FL No.: 62514
M
FR
HE
53" MAX FRAME WIDTH
5' MA% MAX O.C: 5" MAX
� I
5" MAX
12'
MAX OO:C.
/ 0
/
I _
7"
AX
4ME
GMT
u
L
S'
MAX
T
SERIES -FM 1000IMPACT SINGLE HUNG WINDOW
EXiERIORVIEW FRAMEINSTALL477ON
FF
HE
53' MAX FRAME WIDTH
5" MAX
r T 3'
�I MAX O.C.
5' MAX
0"
/ 0
MAX O.G.
/
7.
AX
MEIGHT
S" MAX
— 5" MAX
i
SERIES FM 1000 IMPACT SINGLE HUNG WINDOW
EXTERIORVIEWFINIMTi "770N
DESIGNPR VRERMING
IMPACTRATING
+60.01-100.OPSF
LARGEANOSMALL
M/SSILEIMPACT
MWILELEVELD, WfMDZONE4,ANDHLWZ
WI7HGLA21NGC
NOTES:
1. SASH SIZE: 51 3/4" X 38 3/4',
2. D.L.O.: 47 3/4' X 34.
3. HARDWARE:
0..(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL
AND :ANCHORED TO FIXED MEETING RAIL.
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB.
c. (2) BALANCESHOES LOCATED ON EACH SASH BOTTOM
RAIL END.
4. NO REINFORCEMENTS.
an 1 oesrammx wtt � NVRmo �
A RENSEG GLAZING'DEZNLS 12/Ifi/17 R
EXTERIOR
WEDGE GASNE7,
_ 1/2.
3/16- HS
.09D' SAFLEX IIIG. BY EASTMAN
- 3/16" HS.
INTERIOR
2541 L4E
SIKAFL%5525rALANi
FPVC 65 DURSETTING BLOCK (30096)
3/485 DUROMETER
BY CENTRAL. RUBBER
EXTRUSIONS
GLAZING DETAIL C
I. SERIES FWI 1000 IMPACT I
SINGLE HUNG WINDOW
ELEYATIONS
4'
1Z,2612017
Luis R..Lomos P.E.
FL No.: 62514
53 1/8' MAX FRAME WIDTH 53 I/B' MAX FRAME WIDTH
14 1/2" 13'
5- MAX �—I— 5" MAX 5" MAX MAX —'--.---
I MAX O.C. I I II
O.C.
5" MAX
o[zcmenox n.n
A I REVISED GLAZING DUAL 112/26/17 1RL E
5' MAX 5' MAX 7/8
/8' ANN
3/16' HS
DURASEAL
/ L / SPACER SYSTEM .090' SAFLEX BY EASTMAN
10' O BY GASKET 3/1 STRUCTURAL
HS
12 MAX O.C. WEDGE2541 GASKET STRUCTURAL SEALANT
MAX O.C.2541 BY MPI SIKAFLIX 552
�-- T FPVC 65 OUROMETER SETTING BLOCK (30095)
,_ 85 OUROMETER
78• 78" 3/4• BITE BY CENTRAL RUBBER
EXTRUSIONS
MAX MAX
FRAME FRAME INTERIOR
HEIGHT HEIGHT EXTERIOR
GLAZING DETAIL D
WHEN USED OUTSIDE THE HVW
7/8-
1/8- TEMP
EAL 3/16' HS
DUSYSTEM
SPACER SYSTEM .090' SAFLEX BY EASTMAN
L J—L BY OUANIX 3/16' HS
5' kAX11L 5' MAX WEDGE GASKET STRUCTURAL SEALANT
2541 BY UPI SIKAFLEX 552
FPVC 65 DUROMETER SETTING BLOCK (30096)
SERIES FM 1000 IMPACT SINGLE HUNG WINDOW SERIES FWl 1000 IMPACTSINGLE HUNGWINDOW L— 85 DUROMETER
EXTERIOR VIEWFRAME/NSTALL4TlON EXTERIOR WEW FIN INSTALLATION 3/4" BITE BY CENTRAL RUBBER
EXTRUSIONS
OfSIGNPgEESURE RATING IMPACTRATING, INTERQR
EXTERIOR ^^^
+80.0%100.OPSF "RGEArvO SAov. GLAZING DETAIL D
-- MISSILEIMPACT WHEN USED IN THE HVHZ
MISSILE LEVEL D. WIND ZONE4, AND HVHZ
WRHGLAZINGD
NOTES:
1. SASH SIZE: 50. 1/2' X 39 1/2.
2. D.L.O.: 47 1/2' X 33 1/2.
3. HARDWARE:
a.(1) METALLIC, CAM LOCK LOCATED MIDSPAH OF TOP RAIL
AND ANCHORED TO FIXED MEETING RAIL
b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB.
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM
RAIL END..
4. NO REINFORCEMENTS.
SIGNED:.=512M
I 'SERIES FWI 1000 IMPACT I
SINGLE HUNG WINDOW
ELEVATIONS
NTS " 08/20/14 "'5 OF 12 "'III ll lln
L ROEEgT0 LCM0.5 P.E Luis R. L.m.. P.E.
FL No.: 62514
1
F'F
HE
53 1/B" MAX FRAME WIOTH—
MAX O.C.
L
5" MAX
/
9 3/l 4'
MA% O.C.
T
0
6•
AX
AME
GHT
X
4/
5" MAX
(SERIES FWI 1000 IMPACT SINGLE 14UNG'WINDOW
EXTERIOR VfEW FRAMEINSTAL(ATNNI
�v
v[scamox
wrz
wPRMID
5" MAX
A
AEDISED GUVING.GETNLS
12/]6/1]
1 R.L.
3/8",
1/8--ANN.
:090" SAFETY —PLUS II BY EASTMAN
/8" ANN
EXTERIOR
INTERIOR
WEDGE GASKET
2541 BY MPI
FPVC 65 DUROMETER
STRUCTURAL SEALANT
SIKAFLEX 552
�.
SETTING, BLOCK (30096)
3/4' 81TE
85 DUROMETER
FEXTRUSIONS
BY CENTRAL RUBBER
I
SERIES FWI 10001MPAC7'SINGLE HUNG WINDOW
EXTERIOR VIEW FW MTAUATIGN
ESfGNPRESSURERATINGEaStOrnNOTES:
s:v:•w. mcwcvu
q7OP
±60.OPSF
SASH SIZE: 50 7X % 48 1/4":
.w
. "...,.._.:..2.
••SERIES
�„
2 43
O.LO:: 47 5/8'X 43 5/8".MISS/LELEVFAD, WINO
3. HARDWARE: W!lHGLAZINGE
METALLIC CAM LOCK
-RAIL.
FWI 1000 IMPACT
SINGLE HUNG WINDOWa.
`*• 0
0-
�1s��[ste7
LOCATED NOFIL
ND
AND ANCHORED
ELEVATIONS,
-p
A�E OF t�
TO .FIXED FdEEPNG. RAIL
LANCE LOCATED ON EACH JAMS.
�SHOES
c. (2) BALANCE LOCATED ON EACH SASH BOTTOM
y L
rnry xo. 08-02476
A
�i0/;yS',cIORIQ�',N N
RAIL. END.
,a�T<O j^j.V'\A\
4. NO REINFORCEMENTS.
scut wtt sncn
'NTS 08/20/14' S OF 12
5. ALL UN17S RATED UP TO 360APSF MAY BE INSTALLED
WITHOUT ANCHORS AT THE SILL
LROBERTOLGMA4PE
Luis. R. Lomos P.E.
Ian vA�GOFORO RO Ltmsv�.E: NC P]OD
..,...•......, "..__..,.,.____�
FL No.: 62514
19
20
LOCK
HORIZONTAL SECTION
INTERIOR
EXTERIOR
MCTURER 1 MATHLAL FOR ILLUSTRATION PURPOSES ONLY 1- DMA-
EAS I PLUMINUM606176 FOR INSTALLATION DETAILS A I REVISED 0U21NC DEMS 12/25/19 1 R.L.
E$G ALUMINUM6081T6 REFER TO SHEETS 9-12
EAS OLUA0NUM8001M
'AM
m
VERTICAL SECTION
VERTICAL SECTION
KL
SIGNED: IZ2612017
SERIES FWI 1000 IMPACT*•
SINGLE HUNG WINDOW J
B.O.M. AND CROSS SECTIONS p?
Luis R. Lomos P.E.
FL No.: 62514
WOOD
OR
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD.
APPROVED
;SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
5/8- MIN.
EDGE DISTANCE
l 7/16,- MIN.
EMBEDMENT .
SHIM SPACE
#.14 WOOD SCREW
:RIOR
114 WOOD
;CREW
1/4" MAX.
SHIM SPACE
I
1 7/16 MIN.
EMBEDMENT
5/B' MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X SUCK INSTALLATION
STANDARD SILL: SHOWN, MRISE SA YLAR
1 7/16- MIN.
EMBEDMENT
1.
5/84 MIN.
EDGE DISTANCE
DETAILS
1/4" MAX.
SHIM SPACE
WYERIOA
#14 WOOD -�
SCREW
WOOD FRAMINGr EXTERIOR
OR 2X BUCK BY OTHERS HACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR2XBUCK/NSTALLARON
NOTES.
1. INTERIORAND EXTEFLORRNISHES, BYOTHERS,
NOTEH INNFOR CLARITY.
2. PERIMETERAND JOINTSEALANTBYOTHERS TORE
DESIGNED W ACCORDANCE.W/TH ASTM E2112
I SERIES FWI 100D IMPACT I
SINGLE HUNG WINDOW
INSTALLATION DETAILS.
alLrasaos
B OF 12
.w
SIGNED:
Luis R. Lomas, P.E.
FL No.: 62514
sAso•a
5/8- MIN
x(STlamau
wrt uesam
EDGE DISTANCE
METAL
A REVISED GLIZNRS L'DETA
IY/I6/IJ R.l.
STRUCTURE
BY OTHERSeSS�ELF'�DRILLING
1IM MAX.
SHIM SPACE
APPROVED
SFALANf
MS OR
SCREW
1/4' MAX.
1-
SHIM SPACE
fI INTERIOR
5/8- MIN.
EDGE DISTANCE
EXTERIOR
INTERIOR
OA 5MS-r OR
III
SELF DRILLING
nnn���111
SCREWS.
A
METAL
STRUCTURE
EXTERIOR
BY OTHERS
BACKER ROD
do APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE WSTALLATION
Q74 SMS OR
SELF DRILLING
SCREW
BACKER ROD
k APPROVED
SEALANT
1/4 MAX.
NOTES:
SHIM SPACE
1. INTERIORANDEXTFRIORFINISHF$BYOJH£R$
NOTSHOWNFORCLARTTY.
METAL
2. PERIMETFAANDJOlNTSEALANTBYOTHERS TV BE
STRUCTURE
DESIGNED NACCORDANCE WRHASTME2n2
BY OTHERS
SIGNED: 121262017
-S,B MIN
r►�`�"-"' . S3O9
aSiern �.•. •
ESTANCE
p\1111IIflll//
a L D
EDGE DI
®_ •�*;„�
�\ 5
OEN5,9�
y ter. _ __
`�
r
SERIES FWI 1000 IMPACT
0 k�
VERTICAL CROSS SECTION
SINGLE WINDOW
SINGE HUN
, /�t�t,'�
—.o Q-5 •rv�
TAT
'STANDARD
METAL STRUCTUREINSTALLATION
SILLSNOWN,
INSTALLATION DETAILS
�A. OF
HI RISE SIMILAR
V wu' Lwc xo. RA
-ORIOQ:
08-02416
/ONA c�\p
sxc NTS G`n 08/20/14 s"IMS OF 12
1L
L ROSEHTO LDMAS PE
Luis R. Lomos P.E.
TasnitroTnRoeDT£msvaLE NC2mv
FL No.: 62514
uaaeaaGas .mma��.se�.mo
CONCRETE/MASONRY
2'W
MN
5
BY OTHERS
an
ocsvanion
.nrvwm
•1
AEVISED
CVSING DETAdS
t2/26/t)
26/
R.L
1 1/41 '!MIN.
EMBEDMENT
1 1/4' MIN.
EMBEDMENT
CONCRETE/MASONRYOPTIONAL
1X BUCKBY
OTHERS
SEE NOTES 3 — 7SHEET
MAX.
1OPTIONAL
1X BUCK/4•
.SEE NOTES 3 — 7
SHIMSPACE
BACKER RODEAPPROVED
SHEET 1
SEALANT1/4'TAPCON
INTERIOR
EXTERIOR
INTERIOR
2'
v
MIN.
EDGE
DISTANCE
7 EXTERIOR
I
.BACKER ROD
JJ1
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETFiMASONAY/NSTALlATKN!
1/4' TAPCON
BACKER ROD
NOTES
& APPROVED
I. INTEHIORANUEXiERIORFlNISNES BYOTHERS,
SEALANT
1/4' MAX.
NOTSHOWNFORCLARNI:
SHIM SPACE
2 PERIMETERANDJOINTSEALINTBYOTHERS..TUBE
OPTIONAL 1X BUCK
DESTGNEDWACCOIDANCEW ASWMW
SEE NOTES3 —
SIGNED: 12/26(2017
l
-�
a
• � s 1 1/4' MIN.
e• ' EMBEDMENT
a '
a
CONCRETE/MASONR( 2' MIN:
BY OTHERS EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEAMASONRYINSGA AT10N
STANDARD SBL SHOWN, NI ROSE SWIB
08-02476
LMis R. Lomas P.E.
TL No.: 62514
#10 WOOD,
SCREW
7/16' MIN
EDGE DISTANCE
EXTERIOR
7/16" MIN
EDGE DISTANCE
#10 WOOD
SCREW
1 3/8'.'MIN.
EMBEDMENT
WOOD
FRAMING
6Y OTHERS
MAX.
SHIMHIM SPACE
VERTICAL CROSS SECTION
WC IO FRAMING ORIWBUCKINSTALLAHON
WOOD FRAMING
BY,OTHERS
T 3/8•
MIN.
EMBEDMENT
ulv I o¢umnox wrz I xvnRvnn '
A REVISED GIATING D[TNIS 2/06/l7 R.L..
_1 [ 9/4" MAX
SHIM SPACE
INTERIOR
#10 WOOD �
SCREku
W
7ji 6' MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X WCKWSTALLA TON
NO7ES:
I. WTEWCRANDEX715RIORRNISHES• BY07HERQ
1/4' MAX NOTSHOWNFOR CLARITY:
SHIM SPACE ZPERIMETFRANDJO/ SEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM E2111
SIGNED: f2/262017
WOOD �. �'/EA ��•.:::::�."�:: ��'n"ir�nm.mu
FRAMING
BY OTHERS SERIES FWI 1000 IMPACT
SINGLE HUNG WINDOW
INSTALLATION DETAILS
auwn: ono xo.
V.L. 08-02476
x NTS -08/20/14 �"11 OF 12
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Luis R. Lomas P.E.
FL No.: 62514
3 3/8"
1 13�"� 2��1
FRAME HEW
OALUMINUM6066-T6
.osz'TH�cec
--I I— 5/16•
L
APPLIED FIN
OALUMINUM606 m
.0 'THICK
1/4'
LI
15/16•
INSULATING BEAD
11 ALUMINUAT6
HICK
06YTHICK
3
FRAME SILL
OALUMINUV6 T6
.0 THICK
r2 9/I6-
2 14I
MEETING RAIL
OALUMWUM6069-76
.062'THICK
L� 1 s/ls•
15/16"
GLAZ/NG BEAD
12 ALUMWUM6063-T6
.062'TH/CN
4
FRAME HI RISE SILL
OALUMINUM6069,T6
.0 THICK
2 3/8•
2 1/2•
LIFT RAIL
OALUMINUM6663-T6
.062'THICK
3 5/16"
2 5/8•
FRAMEJAMB
O4 THICK ALUM/NIITS
.062TNICK
2 3/8• —1
3 13/16"
HI RISE IMPACT LIFT RAIL
OALUMINUM WW-TB
.O TMCK
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JG DLTNLS 12726/I7 R.L.
1 11/16
2 9I/16" D
FIXED MEETING RAIL
O5 ALUMINUM606176
.O THICK
ET
SASHJAMB
10 ALUMINUM6063-T6
.062'THICK
SERIES FWI 1000 IMPACT
SINGLE HUNG WINDOW
COMPONENTS
WLLm1: PAG N0. REV
V.L. 08-02476 A
=NTS wlE !08/20/14 9ME112 OF 12
SIGNED: 10262017
Luis R. Lomas P.E.
FL No.: 62514
Opening f
(WXH)
0. Omit
(Not Replacing)
'
1. Single Hung Window
53x50
(Series 1000)
FL14604.8
'
Z Single Hung Window
53ix 50
(Series 1000)
-FL14604.8 -
3..Single Hung Window
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(Sens 1000)
FL14604.8
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MRH 12
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Living Room
3
Other Other
V
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Dining Room
Bathroom
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5,
a M
O
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Kitchen Bedroom
-p
0
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$ Main Door
(D 6
LL
Egress
Window Styles Match Existing Windows NOT TO SCALE
Mar29,2018
Site Plan
a
1
1