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Product rinrovn -&M > Pr d A.plication Search > ap is ti n i > Application Detail
' FL FL8151-R12
Application Type Revision
Code Veision 2020
Application Status Approved.
'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC•and/or the Commission if necessary.
Comments
Archived
Product Manufacturer 5hwlnco:Architectural Products, LLC
Address/Phone/Email 171 Jet Services Way
Dothan, AL 36303
(33.4): 5564000
engineering@shwinco:com
Authorized. Signature Keith Schneider
engineering@shwinco.com
TechnicalRepresentative Josh Lowe
Address/Phone/Email 171,)etServices Way
Dothan, AL 36303
(334)'556-1600
engineering@shwinco.com
Quality Assurance Representative Josh Lowe
Address/Phone/Email 171 Jet Services Way
Dothan,: AL 36303
(334) 556-1000.
engineering0shwinco.com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency. National Accreditation & Management Institute
validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard
YAM
AAMA/WDMA/CSA 101/I.S.2/A440
2011
AAMA/WDMA/CSA 101/I.S.2/A440
2017
AAMA/WDMA/CSA.101/I.S.2/A440
2008
ASTM E1866
2013
ASTM 11996
2014
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By Florida Licensed; Professional Engineer or Architect
FL8153 R12 EgUIV Equivalency L euer FL8153 55 2021-05-03 a
htkpsJ/www.floddabuilding:orglprtpr app dti.aspx?param=w EVXQwtDgvHzW7rZ9P8gtKU3ful3GoBGxGFZwM%2fasKXTIeVKPOI%2fA%3d%3d 1l3
1 /11 /22, 9:26 AM
FlodeR Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 08/11/2021
Date Validated 08/12%20Z1
Date Pending FBC Approval
Date Approved 68/25%2621
Summary of Products
i
FL #
Model, Numb r or Name
Description
8153.1
1. Series 9000 Single Hung Wi►:dow
Series 9000 Single Hung Window (HVHZ)(Impact)
(HVHZ)(Impattj
limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
F08153 R1 C CAC NI011578 Oi-RZ odf
Approved for use outside HVHZ: Yes
FL8153 R12, C_CAC NI011578:03=R3lpdf
Impact Resistant: Yes
FL81S3 R12 C "CAC NI011578-R2:odf
Design Pressure: N/A
FL8153 RI-2 -G AC NI013164-R4:q-df
Other: See Installation Instructions and Eva uation Report -for.
FL8153 02 C 'CAC NI015229:01 odf
allowable design pressures, sizes, installation quirements and
FL8153 RIZ C .CAC NI015229.02.odf
limits of use.
FL81S3 R12 C CA-C N1015222,gdff
:Quality Assurance Contract Expiration 'Date
10/31/2024
Installation Instructions
2021
Fi 8153 R12 II SWD053 S5 08-10 odf
Verified By: Hermes F"Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
3 R12 AE pER7513 SS 2021-04=16'gdf
FLBI
Created by Independent Third Party: 'Yes.
8153.2
2. Serfe9 9000 Single Hurig Window
Series 9000 Single Hung Window (Non-HVHZ)(Impact)
(Non-H IHZ)(Impact)
Limits of Use
Certification Agency Certificate
Approved. for use in HVHZ: No
F68153 412 C CAC N100673S 03_2cif-
Approved for use outside HVHZ:Yes
FL8153 R12 :C CAC NI006735:04:odf.
Impact Resistant: Yes
118153 R12 C CAC N TOI1578.03-R3:pAf
Design Pressure: N/A
FL8153 R12 C CAC N1013164-R4;odf
Other: See Installation Instructions and Evaluation.Re ort for
FL8153 R12 C CAC NI015229 01.odf
allowable design pressures, "sizes, installation requireme is and
FL8153 R1`2 C CAC N1015229.02.r&
limits of use.
FL8153 R13 C CAG N1015ZZ9.Ddf
Quality Assurance Contract Expiration Date
10/31/2024
InstallatiomInstructions
FL8153 'II SWD054 S5'2021-OS-10.r�df
R12
Verified, By: ,Hermes F.'Norero, P.E, Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
'FL8153 R12 AE PER7514 SS 021-04-16
pd_f
Created by Independent Third Partyr Yes
8153.3
3. 6000: SecuritySeries Vinyl.5ingle
6QOO Security Series Vinyl Single Hung Window (Non-HVHZ)
Hung Window (Non-HVHZ)(Nor. -
(Non -Impact)'
Impact)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL8253 R12 L CAG NI015270;0dr
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
110/3.1/2024
Design Pressure: +60/-60
Installation instructions
"I
Other: See Installation InstructionsandEvaluation. Report for
L8153 R12 II SWD057 SS 2021=08-10,pd
allowable sizes, installation requirements and limits of use.
Verified By:.Hermes, F.:Norero P.E.-Florida P.E. 73778
Created by IndependentThird`Party: Yes
Ei aluation Reports
FL8153 R12 AE- PER7631 SS 2021-08-10.rtd_f
Created by Independent Third Party: Yes
M
2/3
INSTALLATION NOTES:
1: ONE 11) INSTALLATION ANCHOR LS REQUIRED ATEACH
ANCHOR LOCATION MOWN.
SHWINCO ARCHITECTURAL PRODUCTS, LLC
SERIES 9000 SINGLE HUNG WINDOW
THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF 2l/Z INCH OF THE DEPICTED LOCATION IN
THE ANCHOR LAYOUT DETAIL (11, WITHOUT
CONSIDERATION OF TOLERANCES). TOLERANCES ARE NO7
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE
NEXT.
(NON-HVHZ)(IMPACT)
24. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE
MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD- MINMUM SPEOFlC 6RAVITY.OF O55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF3000PSI
C. GROUT-FILLEDCNIU•UNT STRENGTH CONFORMSTOASTM C-9UWIFH MINIMUM'
COMPRESSIVESTRENGTH OF 2000 PSI AND GROUTCONFORMS TO ASTM C 476, MINIMUM,
-GROUT COMPRESSIVE STRENGTH OF 2000 PSI.
D: HOLLOW.6LOCK CATU-UNIT STRENGTH CONFORMS TO ASTM C-SIO WITH MINIMUM
COMPRESSIVE STRENGTH OF 2000 PSL
4. SHIM AS REQUIREDAT EACH INSTALLATION ANCHOR WITH. E. STEEL -MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL'THKI(NESS OF47:8 MILS.
LOAD BEARING SHWAS), MAXIMUM ALLOWABLE SHIM (186(1460
STACK70 BE 114.INCH. SHIM WHERE SPACE OF U16 INCH F. ALUMINUM - ALLOY SHALL BE 6063-TS OR EQUIVALENT. MINIMUM (0.090") WALL
OR GREATER OCCURS, SHIM(SLSHALLBECONSTRUCTEDOF THICKNESS
HIGH DENSITY PLASM OR BETTER. GENERAINOTES:
5. FORFIN INSTALLATION INTO WOOD FRAMING USE Sd L THE PRDDUCTSHOWN HEREINIS DESIGNED AND MANUFACTUREDTO COMPLY WITH THE
ROOFING NA2 IFIN INCH MINIMUM
EMBEDMENT INTO f LENGTH CURRENT FLORIDA BUILDING CODE IFBC), EXCLUDING NVE¢AND HAS BEEN EVALUATED
TO ACHIEVE 2 INCH A1IMMUM EMBEDMENT INTO WOOD
SUBSTRATE OR E8 PAN HEAD WOOD SCREWS THROUGH FINS ACCORDING TO THE FOLLOWING:
WITH SUFFICIENT LENGTH TO ACHIEVE 1112INCH MINIMUM AAMAIWOMNCSA 101A.SlIA440-08/11
EMBEDMENT INTO WOOD SUBSTRATE. . ASTME 1896-13a
" ASTM E 1996.14D '
S. FOR FIN INSTALLATION INFO METAL SUBSTRATE, USE 98 TEK
SCREW OFSUFFICIENT LENGTH TOACHIEVE MINIMI'M 2.
ADEQUACY OFTHE EXISTING STRUCTURAL CONCRETE/MASONR� AND 2X FRAMING ASA MAN.
EMBEDMENT OF 3 THREADS PENETRATION BEYOND METAL
WIND FORCE;RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
WALL, - - -
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT
OF RECORD FOR THE PROJECT OF'INSTAUATION.
7. FOR FLANGE AND CUP INSTALLATION INTO WOOD FRAMING
USE#10 WOOOSCREW INSTALLATIONTHROUGH CUP WITH 3.
lX AND 2X BUCKS (WHEN USEO)SHALL BE DESIGNED AND ANCHOREDTO PROPERLY TRANSFER
SUFFICIENT LENGTH TOACHIEVE 12/2 INCH MINIMUM
ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INsTAL1A7101J IS THE RESPOraIam TT OF
EMBEDMENT INTO WOOD SUBSTRATE
THE ENGINEER OR ARCHITECTOF RECORD FORTHE PROJECT OF INSTALLATION.
& FOR FLANGE AND CUP LMSTALLA11ON INTO METAL 4.
THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NUT REFLECT ACTUAL
SUBSTRATE, USE fl10 TEXSCREW OF SUFFICIENT LENGTH TO
CONDITIONS FOR A SPECIFICSITE. IF SITE CONDITIONS CAUSE INSTALLATNINTO DEVIATE f00M
ACHIEVE MINIMUM EMBEDMENT OF 3 THREADS
THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER ORARCHTFECTSHALL PREPARE
PENETRATION BEYOND METAL WALL
SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT.
FOR FLANGE AND CUP INSTALLATION THROUGH 1X BUCKTO S.
APPROVED IMPACT PROTECTIVESYSTEM LS NOT REQUIRED ONTHIS PRODUCT IN AREAS
CONCRETE/MASONRY, OR DIRECTLY INTO
REQUIRING IMPACT RESISTANCE IN WIND ZONE 4 OR LESS.
CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITW 6.
TAPCONOF SUFFIOENTLFNGTHTOACHIEVE 11/4 WOI
WINDOW FRAME NUITEFVAL: VINYL(PVC)
MINIMUM EMBEDMENT. 7,
GLASS MEETSASTM E 1300 GLASS CHART REQUIREMENTS. SEE SHEET 1 FOR GLAZING DETAIL
10. MINIM UM EMBEDMENT AND EDGE DISTANCE EXCLUDE B
DFSIGIIATIONS'X'AND'0'STAND FOR THE FOLLOLVING:
WALL F1NISHES, INCLUDING BUT NOT LIMITED TO STUCCO,
N: OPERABLE PANEL
FOAM, BRICK VENEER, AND SIDING.
0: FIXED PANEL
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE A CORROSION RESISTANT COATING.
NOTE
=ALLGlA21NG MEETS SAFETYGLAZMG uEQUIREMENTS AS PER CH 24 OF THE
12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT
FBC
INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90(SHORE A) AS REFERENOD
EDGE DISTANCE 15 MEASURED FROM FREE EDGE CN BLOCK
IN CHAPTER 24.
OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN
36' AS PER GRAPIER 24.
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN
4. TEMPERED GLASS ON SACRFICIAL LIFE SHALL BE USED ON APPLICATIONS 30
ACCORDANCE WITH ANCHOR MANUFACTURER-.
FEET APAVEGROUHD.
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTH LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MANUFACTURER.
0.675"GLASS/
BITE )
TABLE OF, CONTENTS
SHEET
SHEET DESCRIPTION
1
INSTALLATION, GENERAL NOTES&GLAZING DETAIL.
2
ELEVATION &ANCHOR LAYOUT
3
ELEVATION & ANCHOR LAYOUT
4
VERTICAL& HORIZONTAL SECTIONS -NAIL FIN
5
VER71CAL& HORIZONTAL SECTIONS -CUP
6
VERTICAL&WHUZONTAL SECTIONS - THROUGH FMME
7
COMPONENTS & BILL OF MATERIALS
DESIGN PRESSURE RATINGS
SIZE
DESIGN PRESSURE
GLAZING
MISSILE IMPACT
RATING
SILL
LASER
53' X74'
+TOT-110 PSF
A
WI4DZONE4
'MISSILE LEVEL 0
1.S'
53' X 74'
4I00/400 PSF
A
Z.31"
53" X 96"
+601d0:PSF
D
LS'
S3"X96'
+50/-SO PSF
A
15.
S3" X 96"
+60/-60 PSF
13
53" X 74'
+70/-70 PSF
A
#31'
53" X 74'
+8C1/•80 PSF
AJ_
1.00" CIA. INSULATED GLASS
CONSISTING OF:
3/16' ANNEALED GLASS,
112" AIR SPACE.
0125" ANNEALED GLASS,
O.D9(" SAFL71 PV8
INTERLAYER BY EASTMAN,
0.125" ANNEALED GLASS
1.00'OA INSULATED GLASS
CONSISTING OF:
1/8" ANNEALED GLASS,
1/2" AIR SPACE,
0.125" ANNEALED GLASS,
0.09D" SAFLEX PVB
INTEAIAYER BY EASTMAN,
0.12S' ANNEAALED GLASS
INTERIOR I INTERIOR
OJ375" GLASS)
BITE r-
EXTERIOR -AEFEff5P"\ag LJ EXTERIOR \Q L
GLAZING DETAITA GLAZING DETAIL B
FA m
ri
WINDOW', A-D DOORS
DIFHs.Mxs Ylq
PH:U3+) ss&mw
IT = -V A. _
a SA OF
%p0.H� O lDP
s c nLW sae
NCUK SM Cro AUMMON R. nS?g
FL 0:
F L8153
DATE: 09.26.2020
DWG. BY. CHX. BY:
NUS HFN
SCALE: NTS
DWG.«: SWD054
SHEET
I
32.75°
D.LO.
HEIGHT
MAXj
A.-s—�--�--
SASH D.LO.
HEIGHT HEIGHT
53" MAX UNIT VA
_ 49,675' MAX
SASH WIDTH
48.25' MAX
"X'
ELEVATION
+70%110 PSF, +70/-70 PSF +80/-80
8' MAX D.C.--�{ 3.50" MAX. FROM
CORNER
I
'T MAX. j—
O.C.
•RN LO-LSPAOec MMr
ecumuumro u•ot
FMMWVWXDID105O.
too PSFORLESS
65' MAX O.C.—1 r
16• MAX.
O.C.
"1eax. D e i
REIhtUMI7011"O.C.
a To u m
r�Mwx,IVlwLnMosae
1C0 rsv Oi Itss
350' MAX. FROM
r
CORNERS
UP-OR-FLANGE/THROUGH FRAME
+70/-110 PSF OR.+100/-100 PSF
WOOD AND METAL, SUBSTRATES
8" MAX O.C. --I 1— 3.50' OMAXIFRRNER OM 6.5' MAX O.C. --{ 1— —1 r 3.50 COOMJAX RNERFROM
i
T`MAX.J -
D.C.
.1_
6' MAX
O.0
350" MAx FROM
rCORNERS
ANCHOR LAYOUT t
CUP OR FLANGE/THROUGH FRAME
+70/-70 PSF OR +84/-80 PSF
WOOD AND METAL SUBSTRATES
350' MAX FROM
CORNERS
ANCHOR LAYOUT
CUP OR FLANGE/THROUGH FRAME
+701-70 PSF OR +801-80 PSF
CONCRETE AND MASONRY SUBSTRATES
"w
�11' -';/0iu
3-W MAX. FROM
CORNER
3.50"MAX FROM
CORNERS _
ANCHOR LAYOUT
CUP OR FLANGE/THROUGH FRAME
+701110 PSF 04+1001-100 PSF
CONCRETE AND MASONRY SUBSTRATES
ANCHORLAYOUT
NAIL FIN
+70/-110 PSF, +70/-70 PSF, +80/-80. PSF OR +100/-100 PSF
WOOD AND METAL SUBSTRATES
WINDOWS... DOORS
17IkISwv(M Wn
OwhTALS&M
reol•)ssssow
2
�k
X
ui
°
OTSj p
J 4
4J ON
c
OyCfiC
(q 2
F
n l
Y *:=
A OF
aM;ea
oaa ruoc n
Mn ma a ml w.mre
FLN;
F L8153
DATE: 09,26.2020
OWG.'BY. CHBY:
NUS K.HFN
Ste: NTS
Dwao: SWD054
SHEET
2
OF7
13.75" MAX.O.C. FOR
FLA
CUP
MAXO.C. OR
X. O.C. FOR CUP
95" MAX.
O.C. FOR
FLANGE/FRAME
"0.
123" MAX. O.C.
FOR CLIP
�-pll
�
ELEVATION
+5%50 PSF, +60/-60 PSF OR +60/-70 PSF
11,00" MAX O.0 3 00' MAX. FROM
CORNER
�il11.00" MAX'O.C. R" °b"C
4-id
(/ 3.00*MAX. .FRC
CORNERS
ANCHOR LAYOUT 1
CLIP OR FLANGE/THROUGH FRAME
+6%60 PSF
WOOD, CONCRETE, MASONRY AND METAL SUBSTRATES
350` MAX. FROM
CORNER
105" MA%rO.C. FOR 350" MAX. FROM
FIA XO.C.AORCUP '—�--�{ I CORNER
MAX.O.C.FORCUP � I II
r MAX.
O.Cs FOR
FIANGE[FRAFr
SO.S" MAX.O.
FORCUP
CORNERS MAXFROM
ANCHOR LAYOUT
CUP OR FLANGE/THROUGH, FRAME
+50/-50. PSF OR +60/-70 PSF
WOOD AND METAL SUBSTRATES
ANCHOR LAYOUT I
NAIL FIN
+50/-50 PSF OR +60/-60 PSF
WOOD AND METAL SUBSTRATES
:. FROM
AER
0' MAX. FROM
CORNERS
350" MAX. FROM
A I
CORNERS
ANCHOR LAYOUT
CUP OR FLANGE/THROUGH FRAME
+5%59 PSF OR +60/-70 PSF
CONCRETE AND MASONRY SUBSTRATES
VA i.
WINDOWS
DOORS
l DOM. LXM
UNMa A1:451P7.
pw tm g
ED
Lq
C3
gt Zq' .
Cq
6
a
z
l7SggS€i
�
c
I
�. SJ�A.OF V� AC
Ib6 E GfIN'�f Qq. � 35B '
f®C GRG�Q N�ldOVRA�1 4a 2M16
Fla:
F L8153
DATE: 09.26.2020
I SCALE NTS '
owG.a: SWD054
K
SHEATHING BY
OTHERS
FLASHING
BY OTHERS'
SEALANT BEHIND
FIN BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
O.A. WINDOW
HEIGHT
I
SEE
1 1/2- MIN.
EMBEDMENT
Sd ROOFING NAIL
INSTALLATION ANCHOR
2X WOOD FRAME
//BY OTHERS
2/4" LAX
i1M SPACE
3/4" MIN.
EDGE DISTANCE.
EXTERIOR INTERIOR
M VERTICAL SECTION
4 — HEAD - 2X WOOD FRAME
14CHANNELINAIL RN
EXTERIOR IiNTTER►Dd
SEE GIA7JNG B
DETAIL
.UA. WINDOW 5 1/4" MAX.
HEIGHT i0 SHIM SPACE
1 12 3/4" MIN, EDGE
DISTANCE
PERIMETER SEALANT
BY OTHERS
1
EXTERIOR FINISH
BYOTHERS
SEALANT 8EHIND 2X WOOD FRAME
FIN BY -OTHERS BY OTHERS
SHEATHING AY 08 WOOD SCREW
OTHERS INSTALLATION
11/2' AN. ANCHOR
EMBEDMENT
A VERTICAL SECTION
4 SILL • IX WOW FRJ4ME
J{HAFGatilmi FIN
1/4" MAX.
SHIM SPACE
INTERIOR
6
3/4" MIN.
EDGE DISTANCE
METAL FRAMING
BY OTHERS, SEE INSTALLATION
NOTE 12.E & 12.F, SHT,1
g8TEKSCREW
MIN. 3 THREADS
PENETRATION
BEYOND METAL
SEE GLAZING _ / 10 EXTERIOR FINISH
DETAIL 6Y.0T}{ERS.
PERIMETER SEALANT SHEATHING BY
EXTERIOR BY OTHERS OTHERS
$EAIANT BEHIND FIN
CIA, WINDOW BY OTHERS
WIDTH
HORIZONTAL SECTION
4 - JAMS-METAISTUDS
J-Q"NEII, IAILFTN
�g VERTICAL SECTION
— MEIiING RAtL
4vIHQQW�S �.4s P40F?S
inins�way
n,in,".uswos
c�w+7sso-wm
N
U
2 Fi
Q N
3
0 a
m0$'ostD
$z� Va
mill
a R:Z S2
W 0 �
mm
FL M
FL81S3
DWG.:4
4
SHEATHING BY
OTHERS
FLASHING
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
O.A. WINDOW
HEIGHT
1
3/4' MIN., EDGE
DISTANCE
#10 PAN HEAD WOOD SCREW
INSTALLATION ANCHOR
2X WOOD. FRAME
BY OTHERS
1/4" MAX.
SHIM SPACE
1 1/2" MIN.
SEEGIAZING__/- II'tI
DETAIL II_�11
EXTERIOR INTERIOR
F VERTICAL SECTION
S HEAD-2XWOOD BUCK
REPLACEMENT/INSTALLATION CLIP
EXTEROR
SEE GU
D
OA. WINDOW
HEIGHT l+�L
INTERIOR
1/4- MAX.
SHIM SPACE
1 1/2" MIN.
r EMBEDMENT
OTHERS
3/16' ITYY TAPCON
INSTALLATION ANCHOR
•• - •: .: .r• '=. ;
PRE-CASTSILL
1/2" MIN. EDGE.
BY OTHERS
•' •� DISTANCE
y
CONCRETE/MASONRY
!' i • , 1
BY OTHERS
VERTICAL SECTION
SILL - PRE -CAST SILL
FLANGEANSTALIATION CUP
INTERIOR
SEEGIAZING
DETAIL-",-
-
-------`--
EXTERIOR
PERIMETER`CAULK
BY OTHERS
1/4" MAX.
SHIM SPACE" /A
_ 11/2' MIN, r d
EMBEDMENT woneows •"n000us
171 in s-6.wo
01%. At "3
3/4' Mill._ EDGE wi;{ss4sssa000
DISTANCE
2 o z.s
430 PAN HEAD WOOD SCREW IZ E �i
INSTALLATION ANCHOR IX
tq oN a7 (9�;.C_
2XWOODFRAME oaZ> ou Rug
BYOTHERS �.3,t = .
SHEATHING.BY OTHERS
m
-- --- -- o
EXTERIOR FINISH BY OTHERS uWi a
FLASHING BYOTHERS
G HORIZONTAL SECTION
ra JAMB-ZXWODDFRAME
J•CHANNEL/INSTALIATION CUP
1 1/4" MIN.
EMBEDMENT
_ 1/4' MAX CAULK BETWEEN IX WOOD SHIM SPACE
BUCK& CONCRETE/MASONRY 'e a `���`" E'
1X WOOD BUCK
BY OTHERS BY OTHERS (OPTIONAL) '• •N 7 �O
3/16' ITW TAPCON
INSTAIATIONANCHOR a 18 1B INTERIOR
o A OF ; q:
--6 — EEGIAZING ��C) �•• DETAIL T _ "O l0.:
21/2"MIN. EDGE G c o ms
DISTANCE ..((
rsvm as
f/ FL#. FL8153
DATE: 09.26.2020
EXTERIOR ----
PERIMETERCAULK DWG. BY: OLK. BY:
EXTERI OR FIN ISH BY OTHERS BYOTHERS NUS I HFN
SEALANT BEHIND FLANGE BY OTHERS SCALE: NTS
O.A. WINDOW
WIDTH DWG.#: swbo5
HORIZONTAL SECTION SHEET
5 JAMB -CONCRETENASONRY
FLANGE/INSTALLATION CUP ,��
CAULK BETWEEN
CONCRETE/ MASONRY & 1X
WOOD BUCK BY OTHERS
IX WOOD BUCK
BY OTHERS (OPTIONAL)
SEALANT BEHIND
FIN BY OTHERS
PERIMETER CAULK
BY OTHERS
O.A WINDOW 1Uu —�
HEIGHT k
EXTERIOR
SEE GLAZING
DETAIL
_ 21/2" MIN. EDGE
DISTANCE
3/16- ITW TAPCON
INSTALLATION ANCHOR
CONCRETE/ MASONRY
BY OTHERS
1/4" MAX, ,
SHIM SPACE
INTERIOR 11/4"
VERTICAL SECTION
6
HEAD-CONCRETE/MASONRY
J CHANNEL/n=UGH FRAME
EXTERIOR
INTERIOR
SEE GLAZING
B
DETAIL.
O.A. WINDOW
10 :
. 5_
HEIGHT 1C
1/4' MAX.
SEALANT BEDDING-
11
r SHIM SPACE
DAP 80D OR BETTER
ANI
iERS
PRE -CAST SILL
BY OTHERS
~ • .M . • " ; '• r :
CONCRETE/MASONRY
BY OTHERS
I. VERTICAL SECTION
6 SU-PRE-CAST SILL
FLANGE/NO ANCHOR
1/4" MAX,
VA
Id 1 m
SHIM SPACE
11/2- MIN.
WINDOWS — DO OAS
EMBEDMENT 2X WOOD FRAME
BY OTHERS
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EXTERIOR EXTERIOR FINISH BY OTHERS
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REMARKS
BY
DATE
OA:WINDOW CAULK BETWEEN NAIL FIN
NEWTESTING
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3/21
WIDTH & SHEATHING
REVISION TOREINF.
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7/21
VERTICAL SECTION
6 . JAMB -WOOD
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BUCK&CONCRETE/MASONRY ti
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DETAIL
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DISTANCEvrJO•NnIDR•m"�i
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FLA:
FL8153
FJ(TERtOR
DATE: 09.26.2020
PEMMMERCAULK
EXTERIOR FINISH BY OTHERS BY OTHERS
J
DWG. BY:
CHK BY:
SEALANT BEHIND FLANGE BY OTHERS
NUS
HFN
O A. WINDo1N
scALE: NTS
WIDTH
swoo5a
HORIZONTAL SECTION
SHEET
SHEET
6 JAMB-CONCRETE/MASONRY
FLANGE/THROUGH FRAME
6
CIF 7 .
SC SILL VINYL
(FLANGE) 1p SILLLLFRAME (REPLACEMENT)
TYPICAL WALLTHICKNESS:.060" TYPICAL WALL THICRNESS MO'
3.86'
2.118"
OSILL RISER
VINYL
TYPICAL WALL THICKNESS:'.0W
i--0.611"
2.31"
-Jt_ I�3.860"
1.378' 1
OSASH HEAD/LIFT RAIL REINF
11 ALUMINUM 6063•76
TYPICAL WALL THICKNESS:.060•
I— W
2.35"
OE75'
OHEAD, JAMB -FRAME (FIN)
VINYL
TYPICAL WALL THICKNE5S:.060'
3:86"
`3.307' -- -
1E HEAD, JAMB FRAME (REPLACEMENT)
VINYL.
TYPICAL WALLTHICKNESS:.06O'
3.860°
166
L9.33^
OSILL FRAME (FIN) 18 Vim, JAMB FRAME (FLANGE)
VINYL TYPICAL WALLTHtCKNESS:.060"
TYPICAL WALLTiMCKNESS•.060°
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2 752' — _
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MEETING RAIL O FIXED MEETING RAIL
VINYL VINYL
TYPICAL WALL THICKNESS:.060" TYPICAL WALLTHICKNESS:.050•
6 JAMB COVER 8 LIFT RAIL 9 STILE
VMYI O VINYL VINYL
TYPICAL WALL THICKNESS; :OfA" TYPICAL WALL TH0604FSS::06W TYPICAL WALLTHWMES5:.060'
6.414' 2.495' �—
I
12 G RAIL
STILE REINFORCEMENT 13 MEETL NUM tea-76REINFORCEMENT
ALUMINUM 6063-T6 TYPICAL WALL THICKNESS: 060"
TYPICAL WALLTHICKNESS:.06W
�1.449"
1345'
10 G(LAZING BEAD
TYP ICALWALLTHICKNESS:.050"
14
BALANCE COVER
VINYL
TYPICAL WALL THICKNESS:.G40'
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FL #:
FL8153
18 INSTALLATION CLIPSTEEL DATE: 09.26.2020
DWG. BY:
cll HFN
t--a"— -i SCALE: NTS
o.oSS° DwG.a: SWD054
SHEET
7
CIF 7