HomeMy WebLinkAboutProduct Approval (2) 10/2/2019 Florida Building Code Online
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Product Approval
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Product.Aonroval Menu>Product ocAopliration,%nrch>ggplication List>Application Detail
" ~t FL# FL21335=R3
-
_- Application Type Revision
=_ Code Version 2017
I Application Status Approved
!l I
i ! Comments
i Archived
!` Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
jonberrian@slbp.com
f Authorized Signature Jon Berrian
jonberrian@slbp.com
'• Technical Representative Jon Berrian
S Address/Phone/Email One Silverline Drive
' North Brunswick,NJ 08902
(732)435-1000
jonberrian@sibp.com
y` Quality Assurance Representative
- ! Address/Phone/Email
' Category Windows
Subcategory Casement
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
'e Florida Engineer or Architect Name who developed the Hermes F. Norero,P.E.
Evaluation Report
Florida License PE-73778
#' ' Quality Assurance Entity Window and Door Manufacturers Association-QA
i
F Quality Assurance Contract Expiration Date 12/31/2020
hE Validated By Locke Bowden P.E.
Validation Checklist-Hardcopy Received
i - -
Certificate of Independence FL21335 R3 COI COI Silverline SS 2017-06-14.Ddf
1
Referenced Standard and Year(of Standard) Standard Year
• y AAMA/WDMA/CSA 101/I.S.2/A440 2011
T ASTM E1886 2005
i ASTM E1996 2012
} TAS 201 1994
TAS 202 1994
TAS 203 1994
( I Equivalence of Product Standards
I ' Certified By
F
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgve007nSKOaGC9YfB4%2bbnejBDHODgKAXjxgH%2fHdfM271w%3d%3d 1/2
10/2/2019 Florida Building Code Online
c,
Sections from the Code
i
t+ Product Approval Method Method 1 Option D
Date Submitted 06/19/2018
Date Validated 06/20/2018
Date Pending FBC Approval 06/24/2018
Date Approved 08/15/2018
7 - �
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i - -
Summa of'Products _
rY
FL# =Model,Number or Name Description
21335.1 Series 70 Casement 4 HVHZ Impact Rated Casement
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FJ21335 R3 II 51"!I)04£x SS 2A18-06-19.�df
Approved for use outside HVHZ:Yes Verified By: Hermes.R.Norero,P.E.Florida P.E.73778
ii Impact Resistant:Yes Created by Independent Third Party:Yes
1 i Design Pressure: +50/-50 Evaluation Reports
Other:See Installation Instructions,SWD046,and Product FL2'1335 R13o AE PER5Z44 SS
} Evaluation Report,PER5244,for allowable sizes,installation Created by Independent Third Party:Yes
requirements,and limits of use.
21335.2.. Series 70 Casement. Non-Impact Casement --
Limits of Use Installation Instructions {
i Approved for use in HVHZ: No FL21335 R3. II SWD047 SS 2018-06-19 paf
-Approved for use.outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. Florida P.E. 73778
1 Impact Resistant:No I Created by Independent Third Party:Yes .
! Design Pressure: N/A Evaluation Reports
Other:See Installation Instructions,SWD047,and Product .FL21335 R3 AE PER5245 SS 2017=12-18.pdf
Evaluation Report,PER5245,for allowable sizes,design Created by Independent Third Party:Yes
+' E pressures,,installation requirements,and limits of use.
4
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
,I
The State of Florida is an AA/EEO employer.Coo richt 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
- - ' mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
} - ! Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
--1 provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here,
Product Approval Accepts:
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Cred t Card
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SILVER LINE BUILDING PRODUCTS SiIvACn�
V3 SERIES170 SERIES CASEMENT WINDOWS
ONE SILVERUNE DRIVE
(HVHZ) (IMPACT RATED)
NORTH:(9W 2IO422K,NJ DB901
PH:800 234-0278
F o J z E
a � s
GENERAL NOTES:
TABLE OF CONTENTS w IV Z C3 m LL s"
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND SHEET REVISION SHEET DESCRIPTION h` Z a
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MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 9.� H
J W 3
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN 1 - GENERAL NOTES&GLAZING DETAIL h 3 m
EVALUATED ACCORDING TO THE FOLLOWING: v° z m
• AAMA/WDMA/CSA 101/1.5.2/A440-11 2 - ELEVATION&ANCHOR LAYOUTS 3 a o
• ASTM E1886-05 _ > z
• ASTM E1996-12 3 VERTICAL SECTIONS \
• TAS 201-94 4 - HORIZONTAL SECTIONS F c7
• TAS 202-94 L
TAS 203-94 5 - INSTALLATION NOTES AND ANCHOR DETAILS ~ a•
REMARKS BY DATE
6 BILL OF MATERIALS&COMPONENTS
2. ADEQUACY OF THE EXISTING STRUCTURAL A-6TH FBC EDITION AR 10.16.1
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
rn AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT OVERALL SIZE
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE PRODUCT DESIGN INSTALLATION MISSILE IMPACT
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF MODEL WIDTH HEIGHT PRESSURE METHOD RATING G Ixc
INSTALLATION. aND Wo BEREPROD-NWNOtEORPMT
p W IRpU!WRRIFN CON. Oi BURRING DR03.INL
6 LARGE&SMALL ALiEM1101E,ADDNONS,MIGHWHfING,OR DTXFq
70NCW11MP 36" 72" +50/-50 PSF NAIL FIN ProRgKNGsroTxa DDalmwrMExorvDummoaxD
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND MISSILE IMPACT INvauoaTE ouq TON
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE THROUGH LARGE&SMALL Digitally sig0ItyH&MIF7.Norem,P.E.
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 70RCWSIMP 36" 72" +50/-SO PSF Reason:1gfhl is Ldp} ant
RESPONSIBILITY OF THE ENGIN EER OR ARCHITECT OF FRAME MISSILE IMPACT ate: E .;S. bII
9 RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE �` V� E.S•• �Q e'
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
3/4°O.AIN
I.G.G AMINATED GLASS • 1
ASPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION CONSISTING OF: 1�
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, US°ANNAIRSPACE,EALEDGLASS,
3/B' S OF r `
A LICENSED ENGINEER OR ARCHITECTSHALL PREPARE SITE
f SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 3/32'ANNEALED GLASS
€ NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCE I 0.090"BUTACITE BY KURARAY AMERICA INC �.p _ Q (O�
1 W-�
M 3/32'ANNEAIEDGLA55
APPROVAL TO BE OBTAI NED FRO M MIAMI-DADE RER OR / \ �'(�S
AHJ. EXTERIOR INTERIOR ''�I7,O
'•
5. APPROVED IMPACT PROTECTIVE SYSTEM I5 NOT REQUIRED S HLORH) P L No 73778
ON THIS PRODUCT IN AREAS REQUIRING IMPACT 4 NA BE CH Da
Y RESISTANCE. sea E DANIA ACK 3 aye
°HOA BFADH,IZ 3M
RIPE
la:Rr.of ADTHORr2AnoH Nc.29sra
TIN COATED STEEL MIN.GLASS FLA:
6. WINDOW FRAME MATERIAL:PVC INTERCEPTSPACER
1/8'SETTING BLOCK _ BITE 1/2• F L213 3 5
v 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS.SEE SHEET S FOR GLAZING DETAILS. GLAZING DETAIL TREMCO 5700 OR DOW 99S DATE: 10°16°17
g NOTE:
1.ALL GLAZING CONFIGURATIONS SHALL COMPLY WITHDWGRV
CHK.BY:
SAFETY GLAZING REQUIREMENTS OUTLINED IN V H FN
CURRENT FBCAND ASTM E 1300 GLASS LOAD
RESISTANCE SCALE: NTS
• 2. SETTING BLOCK SHOULD BE 70-90 DUROMETER AS PER
CH 24 OF THE CURRENT FBC. DWG.R: SWD04.6
3. GLASS LTTES THAT EXCEED 36'IN WIDTH SHALL USE
SETTING BLOCKS ATI SPAN FROM CORNERS. SHEET
4. FOR INSTALLATION ABOVE 30 FT.ABOVE GRADE IN AREAS
REQUIRING IMPACT RESISTANCE,ALL UNITS MUST BESAIF OF 6
GLAZED OR COVERED BY AN IMPACT PROTECTIVE SYSTEM
PER FBC CHAPTER 24.
s FRAME MAX. SIlVe�.n�e�
WIDTH 36"
VENT MAX.
WIDTH 34"
j ,
DLO MAX.
WIDTH 29" 'LINE
ONE RUNSWINE DRIVE
NORTH BRUNSWICK,W 08902
PH:800 2344228
A B
3 3 W
a o
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OR
FRAME MAX. w N oz c 5 Am 2
HEIGHT 72" -z Z z D a m==
8 Z s g c LL
nVENT MAX. _ h 3 z A a
4 "XII HEIGHT70" `a o y m
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D.LO.MAX. a \a
HEIGHT 65" \
REMARKS I.— B-0-1—IR
DATE
A-6TH FBC EDITION10.16.1
v R1
W WNDU:DII RART
8 WffHDUi WRITTEN CONSEMOF&AIDING DAORS ING
AUERATbNS,ADDRpNS.HIGHWHfING.OAOIHFN
WIR�NGt1DTH15 pOEUMENTAPE NOT RFAN9ITEDAND
HDATE WR139DFlEATpu
%
8"MAX. 5.5"MAX. `� \E..S
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FROM CORNER 1"MAX.
FROM CORNER FROM CORNER
-o' S A QF
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" 11.25"MAX. 5.50 CAX. 'nrEr�'3r1 omRr3A.�dE
O.r. fl.0180A P. No 73778
C BUODWD DROPS.INC
"X" uXu 398 E.DA BEACH MW 0 338
DANA BEACH.R 33001
F FWE CERT.OP AU7HO IION Na 38578
FL k:
FL21335
DATE: 10.16.17
8 DWG.BY: CHK.BY:
RV .HFN
ANCHOR LAYOUT ANCHOR LAYOUT DWG.#. NTS
g SWD046
FINLESS FIN
SHEET
2 OF 6
Silver Une.
�rAFafer3en
a
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,M 08902
PH:800 234-0228
9
7 U Z m E
6 / \ 3 5 6 2 v E z p
q q W,
/ 5 SEE GLAZING / h G Z2,
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SEE GLAZING DETAIL,SHEET 1 0'
DETAIL,SHEETS n h W
3
3
NOTE: m ao > Y m m
1. NAIL FIN INSTALLATION MAY USE Tn o
OPTIONAL!-CHANNEL SUCH
THAT TYPICAL INSTALLATION "' W
METHODS AND ANCHOR ~ a
r
REQUIREMENTS ARE MET.
g MAX.FRAME 2. THROUGH FRAME INSTALLATION M IGRHATME REMARKS BY DATE
HEIGHT MAY USE AN OPTIONAL SNAP ON
MAX.PANEL FLANGE SUCH THAT TYPICAL MAX.PANEL A-fT}iFBCEDITION AR 10 6.17
HEIGHT INSTALLATION AND ANCHOR HEIGHT
m MAX.D.L.O. REQUIREMENTS ARE MET. MAX.D.L.O.
s HEIGHT HEIGHT EXTERIOR INTERIOR
EXTERIOR INTERIOR NOTE:IX WOOD BUCK c Ers nE xoPEA o u 1NBoxo 1
BY OTHERS IS OPTIONAL —S-11MBEREPR0D11CF0111WHOIFORPARE
FOR MASONRY APPLICATIONS.
ATNS. wmrourwwrTEN roxsExropeuiuNxD DnoPs,wc
s BARu�Tsmins o�ocuen�on PmwrtDioaro
' DOATF FRFfrt1GTroN.
%%% 0
EXTERIOR INTERIOR N ? 7
SEE GLAZING -O S A OF `a
SEE GLAZING
DETAIL,SHEET 1 / \ 5 8 DETAIL,SHEET 1 \ B Q'
s 4� O IDP
8 q
S FLORIDA PM No 73779
BLMIDOl0 DROPS,DTC,
]B8 1-DANIA BEACH BLVD.4 WS
3 61 DANIA BEACH,FL 33OO4
3 7 - FDPE CERT.OE AUTHOR2ADON Na 29579
FL N: FL21335
S 9
DATE: 10.16.17
C
2 DWG..By CHK.BY:
A FN
VERTICAL SECTION g VERTICAL SECTION
g 3 THROUGH FRAME INSTALLATION 3 NAIL FIN INSTALLATION DWG .EaNTS
SW D046
3 SHEET
3 OF 6
5 5 'Silvers e
3 SEE GLAZING
INTERIOR SEE GLAZING 3
DETAIL,SEE SHEET 1 DETAIL,SEE SHEET 1
a
ONE SILVER LINEDRIVE
NORTH BRUNSWICK,W 08902
MIMI 234-0228
W^ z
\ EXTERIOR \\ �/ E o E
e
9 7 6 q 4 6 7 9 U E z ao �Q
o O�LL�a&
6j
2 H
oaim$9
� 17m
MAX.D.L.O. I,�j§ a z`-s o 1 i
WIDTH h o 3
MAX.PANEL °' p m m
WIDTH c = w
MAX.FRAME W 3 Q Q
a
WIDTH
F 6
A HORIZONTAL SECTION 7FH jHTl0—R
ED=
DATE
4 THROUGH FRAME INSTALLATION 20162
NOTE:
1. NAIL FIN INSTALLATION MAY USE
OPTIONAL J-CHANNEL SUCH
THAT TYPICAL INSTALLATION owvPs.in SIULL NOTBEREMODIKFOINOIEOI-
--Rom—
METHODS
PARE
v8 ALTEMTpTb,ADDOIDNS KinW1O1NG,OR OTHFR
.METHODSANDANCHOR NNDUTWAIRENCDNSEMOFBNUTNGORDVS—
REQUIREMENTSAREMET. Nuuu:wDSTorwsooalWErrtARE xorvmNvrteoAND
INvauDArE ouR aRmKArroN.
2. THROUGH FRAME INSTALLATION
MAY USE AN OPTIONAL SNAP ON
FLANGE SUCH THAT TYPICAL
g INSTALLATION AND ANCHOR �� ,.•" �i�.
2 5 1 REQUIREMENTS ARE MET. =� :,.V�.E••S••;'fO�±
SEE GLAZING INTERIOR SEE GLAZING
DETAIL,SHEET 1 DETAIL,SEE SHEET 1 NOTE:1X WOOD BUCK -
T BY OTHERS IS OPTIONAL
FOR MASONRY APPLICATIONS. - S OF :"a
i JJ (V.••
H�.PZFLORIDA
No 7377
\ / \ ./
]BBE DAWA BEACH BUN.0 335
BUMDM DROPS.DID
DARIA BEACH,R 33OD4
g` 7 6 q EXTERIOR q 5 FBPE DENT.OF AUIHOWATION xa 2csTe
FL#:
s MAX.D.L.O. FL21335
WIDTH DATE: 10,16,17
MAX.PANEL DWG.BY: CHK.BY:
? WIDTH RV HFN
SCALE: NTS
s MAX.FRAME
WIDTH DWG.#: SWD046
e g HORIZONTAL SECTION SHEET OF 6
4 NAIL FIN INSTALLATION
Silver Line
IAArt&Ben
g
a SUBSTRATE MIN. SUBSTRATE ,
MIN.
EDGE DISTANCE BY OTHERS EMBEDMENT BY OTHERS ONE saVERUNEoRWE
NORTH BRUNSWICK,W 08902
PH:(8001234-4228
.roti.•:: P NOTE: ° o = za B
.� MIN. 1) JAMBS&SILL HAVE SIMILAR DETAILS MIN. v Q-
E' �+ y
U a
aKNC
EMBEDMENT EDGE DISTANCE p s^^e
ut-. m
0
1/4"MAX. 1/4"MAX. v> o¢ 0 a
_ SHIM SPACE SHIM SPACE yr= z I- z s "
I O W 3
EXTERIOR INTERIOR EXTERIOR INTERIOR v a° g y m"/_
A VERTICAL SECTION g HORIZONTAL SECTION W a
5 THROUGH FRAME(HEAD) S THROUGH FIN(JAMB) t11—
s
REMARKS BY DATE
gg A-6TH FBC EDITION AR 10.16.1
INSTALLATION NOTES:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION ANCHOR SCHEDULE
SHOWN. MIN.EDGE
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE srN PaoP n eu4wNGo Ixc
r NNSNNINOT BEREPROdKFDMWHOO:ORPMf
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM WOOD:MIN.SG=0.55 #B WOOD SCREW
1.5" 0.75' WIfxUUI'WRfT1EN CONSENTOf RUINING OROPS,INL
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE FLAT HEADn�TEu+Trow,noomofa,xlGxuGxnxyoaoTxrn
NAIL FIN ANCHOR GTTOTx6OOWMENTMENOTP
MAXIMUM SIZE LISTED. EPMIrtFOM10
DETAIL METAL:18 GAUGE #8 TEK SCREW 3 THREADS MIN "Ixvn oaTE ao-nnf wmN.
Steel,MIN.Fy=33KSI FLAT HEAD PENETRATION 0.75
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2
INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS _ ''��
#10 WOOD SCREW .0
2 (I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT WOOD:MIN.SG=0.55 FLAT HEAD 1.5• 0.75' `�. ..• Imo.
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. �� �'�;\•E
METAL:18 GAUGE #10 TEK SCREW 3 THREADS MIN O
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING Steel,MIN.Fy=33KSI FLAT HEAD PENETRATION BEYOND 0.75' N :7
SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE
THROUGH FRAME METAL
SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(5)SHALL BE CONSTRUCTED ANCHOR DETAIL CONCRETE 3116'fTW TAPCON125, 1 75• r �S.A "OF- (L'
OF HIGH DENSITY PLASTIC OR BETTER. F�3000PS1 FLATHEAD Q .(DVN •i
MASONRY:CMU per
S. FOR MASONRY OR CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED ASTM C90 MIN.2000 3116•ITW TAPCON 125• 1.75" /�.�S-
(OPTIONAL)AS LONG AS THE MINIMUM EMBEDMENTAND EDGE DISTANCE PSI FLATHEAD �/� 0 - L
REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST
Ho6i4lq aN73778.
SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE INFORMATION. Pwaun P.€N".73ne
eueneic DROPS.we
398 EONS.WF eWO.�11B
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, n�wA oaf.rt ION
_ INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND rePE MT.W AuTHORrznTroN No-gena
SIDING: FL#:
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF F L213 3 5
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING. DATE: 10.16.17
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL DWG.BY: CHK.BY:
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS RV I H FN
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO SCALE: NTS
s FACE SHELL OF BLOCK.
_ 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH DWG-#: SWD046
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHEET
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER. OF 6
BILL OF MATERIALSSilverLirie.
g O NAIL FIN FRAME O NAIL FIN FRAME WITH J-CHANNEL nyM&tri
ITEM DESCRIPTION MANUFACTURER MATERIAL PVC PVC
1 NAIL FIN FRAME SILVERLINE PVC 3.250"
2 NAILFIN FRAME WITH J-CHANNEL SILVERLINE PVC
ONESIEVEflIINE DRIVM08
3 REPLACEMENT FRAME SILVERLINE PVC 3.250" 2647" NORTH:(.1244228 9Dx
4 GLAZING BEAD SILVERLINE PVC PH.RDD xR4dL;
0.075" 0.051" 4.397"
5 CASEMENT MAIN SASH SILVERLINE PVC 2.633" E o z Z T
6 SASH REINFORCEMENT SILVERLINE ALUMINUM 0.051° 0.065" E o <q
7 TRACK REINFORCEMENT SILVERLINE ALUMINUM
!n �mm6
8 SS ENCORE DUALARM OPERATOR SILVERLINE ALUMINUM 3.500^ _ < z
O H W Doo
9 SNAP ON FLANGE SILVERLINE PVC --0.06511 o a m m 3
•�v � m
REPLACEMENT FRAME GLAZING BEADO CASEMENT MAIN SASH O SASH REINFORCEMENT W
O PVC O PVC PVC ALUMINUM m aCE
L 2.455"
a
3.244" 0.879"A 0.075" 0.716 REMARKS BY I DATE
6 6 0.075"L �I A-6TH FBC EDITION AR 10.16.1
2.647' itt0.051 J'0. T-
—{
0.051 0.415" 2.434
a + 0.601"
2 0.075" � NDoo�D RnINDDRD N
0.051
"
0.069 I vRoffRn
p " `wmroDrLLwNR.AD=I-,H*WH1JNs oaovs,M
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RDRIOA P NR 73778
gBUIXIIN DROPS.INC
FFFb 398 E ONLn BEAQI BLw. SSE
DNM RT:SDH,cL SSODR
{HPE CERT.6 WTH0R17ATION Na x8578
FL#:
FL21335
DATE: 10.16.17
DWG.BY: CHK.BY:
4 RV I HFN
SCALE: NTS
DWG.#: SWDO46
7 SHEET
OF 6